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Home My WebLink About50165-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#: 50165 Date: 12/28/2023 Permission is hereby granted to: Soundview Ave LLC 230 E 85th St New York, NY 10028 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 19620 Soundview Ave, Southold SCTM #473889 Sec/Block/Lot# 51.-3-12.3 Pursuant to application dated 11/14/2023 and approved by the Building Inspector. To expire on 6/28/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,834.00 CO-NEW DWELLING $100.00 Total: $4,934.00 Building Inspector ffat " 't r TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 x J11 Telephone (631) 765-1802 Fax (631) 765-9502 htt s://www.sotitlioldtowiin Date Received APPLICATION FOR BUILDING PERMIT 2 For Office Use Only r F PERMIT NO. V&J Building Inspectors Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. . m i Date: �a„9)„r,1 Wed Jif`sia'+ br, w - Name: _ =CTM # 1000- Project Address: o Ek-) AV Phone#: S/� .23� .. 3 � Email: Mailing Address: a �/ Name: C7 Mailing Address: Phone#: Email: / „23f - 39VL, Alt DESIGN PROFESSIONAL INFORMATION: Name: —1,0 oo 01cupio c , Mailing Address: Wfts Yfw - 5 re Z(2 .kl4 /9'ac Phone#: 63)— b S0 r 6 666 Email:� i� �� c T” ' ” *, ffl#��y s ,� 1 VII Name: Mailing Address: v. x 11 S/ Phone#:63/ ky , 3 Email:/e Q i�Q /NCAA (s�/Y-+)L•6d1n DESCRIPTION OF PROPOSED CONSTRUCTION XNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes LKNo Will excess fill be removed from premises? ❑Yes $No 1 PROPERTY INFORMATION Existing use of property: � � Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to A Ci this property? ❑Yes ®No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. ��Application Submitted By(print name): 0C ❑Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) COUNTY OF — ) all,Ct being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of �OJ CP4 'C � 20%�) r � Notary Pu'*becca A. Lucak Notary Public, State of Nein York Reg. No. OILU6386882 PROPERTY OWNER AUTHORIZATION Qualified in Suffolk County (Where the applicant is not the owner) Commissicin Expires 02/0412027 (, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Scott A. Russell SUPERVISOR r 1��/][Av,NA\�Gt]El� LENT T SOUTHOLDTOWN UTVOHALL-P.EWY 1K Town of Southold 53095 Main Road-SOUTFIOLD,NEW YORK 11971 CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ..... ( APPLICANT INF _m ORMATION TO BE COMPLETED BY THE APPLICANT I ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - p _ APPLICANT: (Property Owner, Design Professional, Agent, Contr, for Other) .w ac Date: NAME. �. �.ham ... I I l l z 3 Contact Informat e Ii--glad 8 lelephwe N nhe,i Property Address / Location of Construction Site: S.C.T.M. #: 1000 �..�..em.. _._.._ ....... . ..� .. � 6� I° Section Block Lo...�. _ � M „ m � � m— a � � ETED BY SOU OLD TOWN ENGINEERING DEPARTMENT [3 - Area of Disturbance is less than I Acre No S P D E S. Permit is Required Project does Not Discharge to Waters of the State No S P.D.E,S. Permit is Required ❑ Area of Disturbance is Greater than I Acre & Storm-eater Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S, Permit DIRECTLY From N.Y.S. D,E.C. Prior to Issuance of a Building Permit — 0 Arca of Disturbance is Greater than I .Acre R Str.,rm-,-\arPr Runoff Flaws Through Southold Town's MS4 Systems to Waters of the State of Ne\,\ York THE APPLICANT MUST OBTAIN a S P.D,E S, Permit through the Southold Town Ectineeruz De artment Prior to Issuance of a Buildinq Permit Re\ le,�ved By _.._.�..-�......... _��. Dates ►� q3 P-nP M m CM(P -T(1C orrni,ar 7n I n I Generated by EScheck-Web Software Compliance Ceft0ficate Project Soundview Ave Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area, 7,133 ft2 Glazing Area 37% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent; Designer/Contractor: Soundview Ave Michael Orlando Southold, NY 11971 Universal Realty 516-238-3946 u n iversa I rea Ityl i.co m Compliance: 7.1%Better Than Code Maximum UA: 707 Your UA: 657 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop, Ceiling- Hot Roof: Cathedral Ceiling 2,284 30.0 0.0 0.034 0.026 78 59 Wall: Wood Frame, 16" o.c. 3,254 21.0 3.0 0.048 0.060 101 126 Door: Glass Door(over 50%glazing) 679 0.300 0.320 204 217 SHGC: 0.30 Window:Vinyl Frame 480 0.300 0.320 144 154 SHGC: 0.30 Basement Wall: Solid Concrete or Masonry Wall height: 10.0' 2,310 15.0 0.0 0.052 0.059 117 133 Depth below grade: 9.0' Insulation depth: 10.0' Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Window:Vinyl Frame 34 0.300 0.320 10 11 SHGC: 0.30 Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 1 of10 REScheck 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. Section I Plans Verifled Field Veri#led # Pre-InspectionlPlan Review Value Value Complies? Comments/Assumptions & Re AD 103.1, aC...._ _ .. ...�e eeee...�a�� .... _. . v__..._� �..,� ..._........ . r .�'❑ ... wmm .._._._. ...,�. ..��w........ .� m_..... �_. Construction drawings and Complies ;Requirement will be met. 103.2 documentation demonstrate a e❑Does Not [PR111 yenergy code compliance for the ; o building envelope.Thermal `❑Not Observable lenvelope represented on i t �❑Not Applicable , r construction documents. 103.1, (Construction drawings and "ElComplies Requirement will be met. 103.2, °documentation demonstrate ❑Does Not 403.7 energy code compliance for u` [PR311 lighting and mechanical systems. ; EINot Observable .Systems serving multiple ❑Not Applicable jdwelling units must demonstrate compliance with the IECC i !Commercial Provisions. .�.�.._...� 302.1, Heating and Goofing equipment is, Heating. a Heating. e❑Com lies p' I Requirement will be met. 403.7 sized per ACCAManual S based Btu/hr a Btu/hr UDoes Not [PR212 on loads calculated per ACCA Cooling' o Coolin Manual J or other'methods f g:� ❑Not Observable approved by the code official, Btu/hr Btu/hr i❑Not Applicable 1 t U lu Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 3 of10 Section PlanVerified � Field � _Verified Framing / Rough-in Inspection Value Value ��m Complies? Comments/Assumptions _ & Req.1 402.1.1 Door U-factor„ U7_ U- ❑CompliesSee Envelope Assemblies 402.3.4 o fl T❑Does Not ;table for values. [FR1]1 '❑Not Observable 9 a � Not Applicable _ [402.3.3, 02.1.1, €Glazing U-factor(area-weighted ; U- U- 4❑Complies uSee the Envelope Assemblies 02.3.1, average). + ❑Does Not table for values. 402.5 r Q F Not Observable [FR2]1 k ❑Not Applicable t p r 303.1.3 U factors of fenestration products ❑Complies ,Requirement will be met. [FR4]1 are determined in accordance ❑Does Not V with the NFRC test procedure or r ❑Not Observable 1 ;taken from the default table. Y ❑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. ,❑Not Observable I v 'r❑Not Applicable , 402.4.3 Fenestration that is not site built ❑C'omplies �'Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not PAAMA/WDMA/CSA 101/I.S.2/A440 1 ' ;;or has infiltration rates per NFRC a❑Not Observable a 1400 that do not exceed code t❑Not Applicable 1limits. 402.4.5 IC-rated recessed lighting fixtures, ,❑Complies Requirement will be met. [FR16]2 "sealed at housing/interior finish i ❑Does Not and labeled to indicate s2.0 cfm ° ❑Not Observable leakage at 75 Pa. M ❑Not Applicable 403.3.1 Supply -� p Exception: Ducts located Su I and return ducts in attics ❑Com lies [FR12]1 insulated >= R-8 where duct is ❑Does Not jcompletely inside the 4, >= 3 inches in diameter and >= I building envelope. R-6 where < 3 inches. Supply and a❑Not Observable I return ducts in other portions of ❑Not Applicable i fthe building insulated >= R-6 for c diameter>= 3 inches and R-4.2 i Gfor< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter "❑Complies Requirement will be met. [FR13]1 boxes are sealed with ElDoes Not 1 �� Joints/seams compliant with ❑Not Observable International Mechanical Code or r [International Residential Code, as ❑Not Applicable Qapplfcable„ 403.3.5 Building cavities are not used as "❑Complies 1Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not u 1❑Not Observable " ❑Not Applicable 403.4 HVAC piping conveying fluids R- "i R- '�❑Complies Requirement will be met. [FR17]2 above 105 °F or chilled fluids I❑Does Not below 55 °F are insulated to ?R- 3 a l❑Not Observable o p❑Not Applicable 403.4.1 ;Protection of insulation on HVAC `❑Complies Requirement will be met. [FR24]1 piping. ,10Does Not " 0 '41 '❑Not Observable ❑Not Applicable 403.5.3 Hot waterp'i es are insulated to p R- R- 9❑Complies ;Requirement will be met. [FR18] >_R-3. 1 I❑Does Not ;❑Not Observable 1 ❑Not Applicable 1 High Impact (Tier 1) 2 (Medium Impact(Tier 2) 3 'Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 5 of10 JSr.Nievoine O -.,.�.�.. Fled.Verified R �setPlans Verified � Compile u ent'�._. _ pn..s Value Value � 303„� All installed insulation ❑ConpliesRequirement bmet ._ [IN13',l2 or the installed R-values UDoes Not provided. `❑Not Observable `^'❑Not Applicable a 402.1.1, Wall insulation R-value. If this is a R s - �; R- [ Complies ;See the Envelope Assemblies 402.2.5, a mass wall with at least 1/2 of the n❑ Woodr❑ Wood a❑Does Not a table for values. 402.2.6 +wall insulation on the wall 4❑ Mass Q❑ Mass d❑Not Observable a [IN3)1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable requirement applies (FR10). w o i 4 4 0 ..�....... mow.-.w�-..^rvw.......�..�......m+.m..... 303.2 GWall insulation is installed per °❑Complies Requirement will be met. [IN4]1 "manufacturer's instructions. „❑Does Not o a o`I❑Not Observable 1 w Y❑Not Applicable I Additional Comments/Assumptions: 2 Medium impact 3) 1 High Impact(Tier 1) act(Tier 2) 3 Low Impact(Tier p W Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 7 of10 -Section, Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.l13 ❑C...... ,..., �........ om lies uRe Requirement will be met. 403.6.1 :All mechanical ventilation system � „ � � � � �❑Doe shot � q [F125]2 fans not part of tested and listed P „ � HVAC equipment meet efficacy and airflow limits per Table ❑Not Observable a R403.6.1. ❑Not Applicable _. 403.2 Hot water boilers supplying heat 113Complies R Requirement will be met. [FI26]2through one-or two-pipe heating " ❑Does Not i systems have outdoor setback ;control to lower boiler water '❑Not Observable k temperature based on outdoor ❑Not Applicable ;temperature. ` 403.5.1.1 y Heated water circulation systems ; '❑Complies ;Requirement will be met. [F128]2 have a circulation pump.The a❑Does Not w system return pipe is a dedicated return pipe or a cold water supply; ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable 4 i jsyphon circulation systems are I y not present. Controls for circulating hot water system r pumps start the pump with signal ,for hot water demand within the i occupancy. Controls e 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. [F129]2 comply with IEEE 515.1 or UL ' Does Not 515. Controls automatically adjust the energy input to the E]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 i water entering the cold water ❑Not Applicable r o ,piping to <= 1045?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 ❑Not Observable pressure loss of drain water heat recovery units< 3 psi for ❑Not Applicable individual units connected to one h or two showers. Potable water- side pressure loss of drain water r heat recovery units < 2 psi for individual units connected to three or more showers. .. 90% 404.1 or more of permanent �[]C�omplies Requirement will be met. r o v ,; [F1611 M ❑ixtures have high efficacy lamps. E Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have r y❑Complies ;Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not r � ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted, j ❑Complies _„Requirement will be met. [F17]2 ❑Does Not ❑Not Observable PI;❑Not Applicable ti 1 High Impact(Tier 1) �Z Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Soundview Ave Report date: 10/19/23 Data filename: Page 9 of10 2018 IECC Energy Effidency Certificate Above-Grade Wall 24.00 Below-Grade Wall 15.00 Floor 0.00 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 Policy Number: Date Entered: 11/10/2023 ATEIIAM CERTIFICATE OF LIABILITY INSURANCE rot"YYYI 11/10/2023 THIS CERTIFICATE 15 ISSUED AS A MATTER OF INFORMATION ONLY AND 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(iss) 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 CO'tlTACT Dynamic Coverage Inc (631)369-6098 wIls,s y 4 X {631)369 588m9m 18 Silger Beach Lane Heth@D namiccovera einc.comlcyNa FA y 4 PHONE ................. ver _ ...... .. ,... Bastin Hollow, NY 11933 INSURERS)AFFORDING COVERAGE NAIL M INSURER A: Evanston INSURED Rush Builders Inc. INSURER 9: INSURER C: PO BOX 309 .INSURER D: Islip, NY 11751 INSURER E: INSURER F COVERAM CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT 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 CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE 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. INAR ADDL SUaRl POLICYEFF POLO F LIMITS LTR TYPE OF INSURANCE INSO WVD POLICY NUMBER MIDOrYYYY MMIDOIYYYY py COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE 0 OCCUR 3AM73292 6/6/2023 6/6/2024 PREMISES EtY9ovir'Ye'lae '$ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL 8 ADV INJURY $ 1,000,000 GF'NL AGGR'EGAT E LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY jERO- 71 LOC PRODUCTS-COMPIOP AGG 6 2,000,000 OTs-IE.R: $ AUTOMOBILE LIABILITY "i Ea,aaCr.isrYZ I $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY IPeraccident) $ ...,,., AUTOS ONLY AUTOS HIRED "'- NON40 MED AUTOS ONLY AUTOS ONLY ,•V.pLY arot UMBRELLA LIAR COCCUR S-MADE EACH OCCURRENCE $ EXCESS LIAR AGGREGATE $ DED ''. RETENTION$ .7 $ WORKERS COMPENSATION STATUTE FA AND EMPLOYE RS'LIABILITY YIN ANY r+IaW�+PARINEIVEKECUTIVE . EL EACH ACG DENT $ OFFICFMWEYMSER EXCLUDED? NIA ❑ $ DISEASE EA EMPLOYEE MARdat ID NH) E.L. I W,Oeascrbe urcw ' GRIPTIONO"FOPERATIONS below EL DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 1D1,Additional Remarks Schedule,maybe attached if more space is required) Owner: Head of the Harbor LI, LLC Location: 19620,Soundview Ave,Southold, NY 11971 CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX 1179 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 111971-0959 AUTHORIZED REPRESENTATIVE 1 1985-2015 ACORO CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD IM WRIKI Workers' CERTIFICATE OF INSURANCE COVERAGE STATE I Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured RUSH BUILDERS INC 11 LIVINGSTON ST 6318413234 BAYSHORE, NY 11706 Work Location of Insured(Only required ifcoverage is specifically limited to 1c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 88-3134901 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold PO Box1179 3b.Policy Number of Entity Listed in Box is Southold, NY 11971 Z21348-000 3c.Policy Effective Period 9/8/2022 to 11/8/2024 4. Policy provides the following benefits: Q A.Both disability and Paid Family Leave benefits. n B.Disability benefits only. F] C.Paid Family Leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. n B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS disability and/or Paid Family Leave benefits insurance coverage as de scr d'above. Date Signed 11/10/2023 By (Signature of insurance carrier's authors d represent5tive or NYS licensed insurance agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT:lf Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if sox 4B,4C or 5B of Part i has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers' Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law(Article 9 of the Workers'Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-21) 111111P!uiiuiiiiiiiiiiioii111111111111111111111111 Additional Instructions for Form D13-120.1 By signing this form, the insurance carrier Identified in Box 3 on this form is certifying that it is insuring the business referenced in Box 1 a for disability and/or Paid Famlly Leave benefits under the NYS Disability and Paid Family Leave Benefits Law,The insurance carrier or its licensed agent will send this Certificate of Insurance Coverage (Certificate)to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there,are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate.(These notices may be sent by regular mail.)Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This Certificate may be used as evidence of a NYS disability and/or Paid Family Leave benefits contract of insurance only while the underlying policy is in effect. Please Note; Upon the cancellation of the disability anddor Paid Family Leave benefits policy indicated on this form:, If the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Insurance Coverage for NYS disability and/ or Maid Family(Leave Benefits or other authorized proof that the business is complying with the mandatory coverage requirements of the NYS Disability and Paid Family Leave Benefits Law. NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any,general or special statute requiring or authorizing the issue of such permits, shall riot issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first„two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department, board„commission or office authorized or required by law to enter into any contract for or in connection with any worts involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an Insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (12-21)Reverse l� YIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 4 A A A A A 883134901 DYNAMIC COVERAGE INC 18 SILVER BEECH LN BAITING HOLLOW NY 11933 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RUSH BUILDERS INC TOWN OF SOUTHOLD PO BOX 309 PO BOX 1179 ISLIP NY 11751 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435870-7 134175 42/02/2023 TO 02/02/2024 11/10/2023 THIS 1S TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2435 870-7, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/NVWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT DARIUS MROCZKOWSKI RUSH BUILDERS INC ONE PERSON CORPORATION THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SUR CEFUND 4 DIRECTOR.INSURANCE FUND UNDERWRITING VALIDATION NUMBER:777172971 _7 7 LEN ........... H —MIN. PITCH J"d INVERT —MIN. FITr to --------- . ............... INVERT EL• 63.5"f------ EL. 655.44 INVERT i LAVER EL. 66.g4 I EL. 62.54 .(5(b TGUG LU U , B rY ................. O EXPECTED GROUND KATER LLL SCALE: 1/4" UA FU........11CLEAP111111111 I/A OWTS LU W ............ Jfication IIIAequired. C�i LH 7F HEA Ll I 1`11'11..,10 T'Y 113 1E,F`�A!��; T NAC N E R,VIIIIC ES ?aification For LJ >5:-A the Sewage Disposal System PRT FPRO\,/AkI OF 0 1 RLICT10iq FORA Idbo 1111111110 T_ SINGLE FA A/11 I L YR ' ate `Misl D EN C EONLY I M 073 A R-23-1153 DATE 9/30/2023 H . S . RE F` N 0 . H M E N 11, APPRO\/ED t'- z ')ROOMS FoiR MA,x1M ('jM BPI AY, F APPROVAL LU EXPURE"I" ""THREE YD�RS FROM DATE 0 LANE NOTE : �� ITHIN NO NATER ON LOT �I �r VACANT LAND LAND N/F TRI BERRY F I EL1D5 LLG 5 � EL. 62.05 I � °RG71 ? D �A % ' d Y — _ _ __ e�--------- "ROP05 D WATER�BUPPLY _� // c, w � E 6 EL.63S EL 6 &...,65.5 wmr ss". EL..,64D 0 D Q— CARZL� 64.2 ` 6 Gr —fit. 4 K 2,STORY FRBSIMNZe ` .. r.FLP-L,, 61 ��, 1 C75� W U- ��4 I � Ir�-6 1 r� OL yy L 65A' EL.62.84 I= 65.0 "+"w � �� 1. .. y 4 "EX w IIy. `k "...'W 1 JLrR 1 r wOL. DRIVEWAY EL,b6.� ' d \\ ;�.P, v Lh i OF05E-0 UDR RG'U�*iD .4 ... i \ _ _._ 1 ` - bb.-M EL. bi6.5� _ EL.66.A EL.. O I II I,�I SET. DEER PENCE 02Cf '25 IMFRO vF-D LOT D COUNTY OF SUFFOLK OLD NORTH ROAD BAR LAND N/F SUFFOLK COUNTY AN FARM LAND PUBL IO NATER .OT FLAN .3 -X)tSs��s SCJ �s GM L� AT1� ® C� AM:) LESION CRITERIA TABLE R501.2(I) DR`�'1�lELL. GAL.CULATIONS WIND DESIGN 5U3,.!ECT TO DAMAGE FROM ZONING INFORMATION GROUND SPEED c TOPOO 5PECIAL WIND SEISMIC ,� AREA r A R G H fi Y E C t S SNOW (MPH) RAPHIG WIND 50RNm DESIGN WEATHERING FR05T LINE TERMITE WINTER ICCI E FLOD AIR MEAN DW-1 ROOF AREA 1 : RUNOFF FACTOR= I.0 TOY `41 `� OF SOUTHOLD TODD O'CONNELL LOAD EFFECTS REGION Di I5 CATEGORY a DEPTH b DESIGN BARRIER HAZARD5 'J FREEZING ANNUAL A RCH ITECT P.C. k ZONE f TEMP REQUIRED n INDEX TEMP J 124 SQ.FT. x 3 = 324 GU FT SECTION: 51 BLOCK: 5 LOT(S): 12.5 �r BOF 5 FT MOD TO FEMA 12 TODD O'CONNELL AIA 50 50vult NO NO MILE B SEVERE BFG HEAVY 15 YES FLOuD 1500 OR 55.4 FROM - USE 8'� x 8' DEEP DRAIN R I NO = 410.5 GU.FT. ZO�tE: AG REWIRED PROPOSED 1200 Veterans Memorial Highway COAST MAP LESS Suite 120 n PAN LO 1* 'AREA 80,000 5F. 80,038.22 5F. Hauppauge,NY 11788 DW-2 ROOF AREA 2: RUNOFF FACTOR= I .O LO WIDTH 1�5 FT. 13q.6q FT. P(631) 650-6666 MANUAL_ J DE�I�N CRITERIA WINTER SUMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERAtLRE HIGH TEMPERATURE �t /-� 11 LO DEPTH F(631) 650-6667 ELEVATION LATITUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE I I ICJ SQ.FT. x = 2&0 CU FT 250 FT. I3CI.6q FT. C(516)658-0325 ------ ------ 12 FR NT YARD 60 FT. 150.0 FT. ------ - --- USE 8'(P x T DEEP DRAIN RING = 2CI5.1 CU.FT. RE R YARD -15 FT. 322.61 FT. COOLING WIND WIND GOINGIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY SI YARD (MIN) 20 FT. 30.0 FT. or�r, r,r, rrt,ii•r_r .n.rraris TEMPERATURE VELOCITY VELOCITY NET BULB 50 YARD (AGO) 45 FT. 8q.q FT. DIFFERENCE HEATING COOLING ------ D6-3 ROOF AREA 3: RUNOFF FACTOR= I.O BUIIDINO HEIGHT 55 FT. 34.67 FT. , X20 SQ.FT. x 3" = 230 GU FT20 LO, GOVERADE TO THE BEST OF MY KNOWLEDGE, BELIEF AND 12 OI�b55 FLOOR AREA 1,101 SF. 4,826.5 SF. `A + ' PROFESSIONAL JUDGI=MENT, THESE PLANS USE 8'(P x 6' DEEP DRAIN RING = 253.4 CU.FT. PY AMID LAW 45° OK AND/OR SPECIFICATIONS ARE IN COMPLIANCE , 1 j *AVERAGE GRADE: 64.58 FT. = T T o o �: DW-4 ROOF AREA 4: RUNOFF FACTOR= I .O ' 2020 RESIDENTIAL GORE OF NEW YORK STATE � --� PUBLICATION NOVEMBE6: 2011!f 6q3 SOFT. x 311 = 1-14 GU FT f - 2020 RESIDENTIAL CODE OF NEW YORK STATE 12 I CHAPTERS 12-23 FOR MECHANICAL SYSrEM5 USE 8'(P x 5' DEEP DRAIN RING = 211.2 CU.FT. O.F .A. CALCULATION m 2020 RESIDENTIAL GORE OF NEW YORK STATE GHAPTERS 24 FOR FUEL. & GAS SYSTEMS NOTES: SQ. FOOTAGE Ul O z # 2020 RESIDENTIAL GODS OF NEW YORK STATE I. BOTTOM OF DRYWELL MUST BE A MINIMUM OF 2IS FLOOR 2416.0 v CHAPTERS 25-33 FOR PLUMBING SYSTEMS ABOVE AVERAOE GROUND WATER ELEVATION. 2I�b FLOOR 2,350,5 J 2022 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 54-42 FOR C:LEGTRIGAL SYSTEMS 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' TOTAL 4,826.5 0 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE PENETRATION INTO RATEABLE MATERIAL, p z AS ADOPTED WITH THE 2018 EGG 3. DR1'WELLS MUST HAVE A MINIMUM OF 3' OF THE PROJECT GOMPLIAtdGE METHOD CHOSEN IS TOTAL PERMIABLE MATERIAL AROUND THE STRUGTURE. UA-ALTERNATIVE AND A; RESCHECK HAS BEEN SUBMITTED I w w T o v o WITH THESE DRAWINGS. OT CO -'VE EAO F LQ?mp5_�f-a�~ uI V CALC.ULAT10 N a° °"~°° I- zwuNz �NQ�ILN�F Q SQ. FOOTAGE " °° p o Y DAELL I NO 2,521.0 a"` Q�,v o 1,z w v DfTAGHED GARAGE bg3.0 *~ Q ~°°m IS d v O �,i,Ju,p�7�,-pw °wu,� 9k wOp= pQ��QRHTzdO F rONT COVERED PORCH 135.0 o�m yNpzao�Y w� °o>>> w Q060 O EN BREEZEWAY c1g1,0 ,=n 6°�N p N 01--W dnUn.O '7ZWO ROAR BALCONY (UNCOVERED) 211.5 F u,-ww Q U, RAR BALCONY (COVERED) 35-7.0 °)°Q''IIA uiFuiFw�tgwFx,� u °o SIbE BALCONIES (COVERED) 500.0 Kxo. T o m o,- z fy Fw-- Nzf/ TOTAL 4,316.5 p<f::, QdIII � Baa, Lc` T COVERAGE 5.4-1 % ��V Q=�j I/ AIL-17)EERRNr LANE N NOTE : NO WELLS o N11 �10O WATER ON LOT NITHIN 1FT . O F o a I �51 Z VACANT LAND FROFER711'r } v w o !1 EL.62.05 LAND N/F TRI BERRY FIELDS LLC, Q Jaz � --- 510 `54'45 "E ----------------- ------7 OL -7. Q I IIn n m ►� �E=4791 �- ---- -----------------------------•�---------------------7 m - -r-- --- - : 9)EL.64.25 Q Inai I N o Q - tf) TO _ OPO5ED GAS SUPPLY �7 _-_-_ _ -_-_-_-_-__ -_"' _---_--- -- PROPOSED WATER SUPPLY �� / / I � �y fY I wv ll f�- O UA i 0 1 6�\ EL.65.5 EL 63.5; �_�`` -"� -�------------r7' - N I L.63S ;+ EL.64.0 PROPO5ED -- rt,Z , DETACHED = li ' I2F Vr tt' GARAGE y~ a 288.61 3 I --U lL O_ `f V'= 1 GAR EL.� 64.2'. k :-' 1% t 7.0' 0 1 , ry ll1 LILI ~ K� �p I 64 O ----Et.b !' 25T0RY ��i \ EL.64.551 `fl C4 LH Z LU I- F �4 ,EL. 65.16 ResiDENGE /�` SN ►�-� I ' I ' _ JLJ +-"V i I OPEN BREED YY FPI EL a 67 33 '1 1 322.61' / 1 O i - LU UJI 1� W � < I , �5.0 7t ��, Wo iv , --- --65.0 i o' % EL.62 84 /' I I 1--1 L a Q I ; N - i„ o m ---i�`\�1 1 ( 1 VA IL O ui tom``1 i Ell~X8.0'!{ -P�'`6p -% // EL. I C� \\ �21"f DL IL W I EL.65.31 �- o�F i -\ " ( UA _ 1L ' �[ 1 --- .�----.. - EXII I U) v +,� ---= ---- u' \ iii 9�fjL.f'a(�. 0;�c / ++J > O -t TEST HOLE I - / ! I DRIVEWAYEL:66.13 i �, ` `Y-�o o .tom �-OVE!?HEAb i i r ------------------- - --------J �� ) \EX 1 W 5 EL.66.77 ;RDPOSED UNDERGROUND ELEGTRIG bbS I,�' EL.66.15 EL.66.86 � - Q I I�l O O4'J "Y SET. DEER FENCE EL.64.80 g N85020[ '25 ITz I MPROVED LOT K LAND N/F SUFFOLK COUNTY AND COUNTY OF SUFFOLK OLD NORTH ROAD BARN LLC o FARM LAND PURL I G WATER m r o PLOT PLAN " "Iz ° � o < z ui SCALE: 1" = 30'-0" ca � Q O p 0 10 GENERAL NOTES -. 4. I. CARBON MONOXIDE ALARMS AND CARBON 7. ALL WOOD POSTS SHALL BE BUILT MONOXIDE DETECTORS SHALL BE INSTALLED UP WITH (2) 2X4'5 NAILED TOGETHER W/ A'}t C'N i T E Cif t- IN BUILDINGS AS REQUIRED IN ACCORDANCE IOd NAILS g 8" O.G. UNLESS OTHERWISE TODD O'CONNELL WITH SECTION C1 15.2 OF 2020 NYSFC NOTED C H I T E C T P.C. 6'-6" I'-6" —8'-�2" II'-8�2" I'-6" 14'-O" I'-6" 13'-1" 4'-O" I'-6" ' (CARBON MONOXIDE DETECTION SYSTEMS) ry" 14"0 SONO TUBE FILLED FOR RESIDENTIAL BUILDINGS . INTER-WIRED 8. ALL FRAMING SHALL COMPLY WITH TODD O'CONNELL, AIA SOLID Wr 3000ps1 FIRE/SMOKE AND CARBON MONOXIDE THE NEW YORK STATE RESIDENTIAL CONCRBELCH R MIN. 36" DETECTORS WITH BATTERY BACKUP AS PER CODE 1200 Veterans Memorial Highway BELOW GRADE (TYP) Suite 120 NFPA `72 AND 2020 NEW YORK STATEHauppauge,NY 11788 �. ALL EXTERIOR PORCH/DECK/ — RESIDENTIAL CODE SEG. 8514 AND R515 STAIR FRAMING TO BE ACO P(631) 650-6666 -- — — — — — — — — — — — — — — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — — — — — — — — m SHALL BE INSTALLED IN DWELLING UNITS LUMBER-U.O.N. F(631)650-6667 p ® OUTSIDE OF EACH SEPARATE SLEEPING *GWi4 2 XIS I AREA IN THE VICINITY OF THE BEDROOMS. 10. ALL ELECTRIC TO REMAIN AND C(516)658-0325 — — — — — — — — — — — — — — — — — — — ---—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r-_ — �— — — — --I I WHERE A FUEL-BURNING APPLIANGE IS MODIFIED TO ACCOMMODATE NEW ;rrr,r�,r,; ;� rj�j, -r; ,r ;;j -- 0 LOCATED WITHIN A BEDROOM OR 175 CON57RUG7I0N. FINAL ELECTRIC TO <(M _ 14'-2" iq'-O" ' 6" 2"X4" STUDS ® Ib" O. x I� I I 'n ' ATTACHED BATHROOM, CARBON MONOXIDE BE DETERMINE IN THE FIELD '+ rr; ,'ffrJiirr.;r,rri;5 R-15 INSULATION DROP I I to .`t JJ I I 4_6 DETEGTION SHALL BE INSTALLED WITHIN THE 2X4 Ara SILL 1- N , FOUNDATION N WINE Y N g �p�� BEDROOM. II. ALL ANCHORS, STRAPPING AND 4" CONCRETE SLAB GL. ROOM I I •� I I r © ® CONNECTORS AND HARDWARE TO BE w/bx 1% W.W.M. i a OVER( VER b MIL V.B. ON 4" �? r 1 X 3Y2' ST. PIPE COL. X I I o> I I I N 2. ALL ELECTRIC WORK SHALL BE SIMPSON STRONG TIE OR AN APPROVED GOMPA TED GRAVEL ® ry W/24"x24"xl2" ry " �� _ POURED CONC. FTG. - 3Y2ST. PIPE COL. NOTE: DOUBLE ALL F.J. - I I PERFORMED IN STRICT AGGORDANGE MANUFAGTURE AND TO BE INSTALLED AS t ON GO PAGTED 501L O (TYPICAL.) W/24"x24"x12" UNDER PARALLEL WALL ( I Z %0 I I h. _ WITH THE LATEST EDITION OF THE N.E.G. PER MANUFAGTURE WRITTEN ® POURED GONG. FTG. PARTITIONS ABOVE O �p p L — — r Q ( I V V I I 12'4) SONO TUBE FILLED INSTRUGTIONS- UNLESS OTHERWISE NOTED �y #, N (vQ_x8BATH (TYPICAL) lo" POURED CONIC ' BEDROOM ,� J L J I I coN oopsl 4. ALL CONDITIONS AND DIMENSIONS \SjO I I TO BE VERIFIED IN FIELD BY THE 12. ALL ENGINEERED LUMBER TO BE „� ° ^ FOUNDATION WALL `t mx GLASS WALLS I 36"X36"XIS" P. GONG. W/ #4 REBAR VERT. .�o _ I ry I I L— — �� I7 MIN. GENERAL GONTRAGTOR AND REPORT GLADDED AND SEAL AS REQUIRED '" r m BELOW &RADE (TYP) ANY DISGRLPANGIES TO ARGHITECT TO PROTEGT AGAINST THE o 4a O.C. IFOOTINC I PRIOR TO START OR CONTINUATION WEATHER ENVIRONMENT 12"x24" P. GONG. FOOTI & N :11x1 j DROPW/(2) #4 REBAR W/2"x X �)) I OF WORK KEYWAY;MIN. 36 BELOI 4" CONCRETE SLAB — GRADE. (TYPICAL) cVIL ry 1O,(o 5. NO GALV. NAILS OR CONNECTORS IN TIE NEW FOUNDATIONS �q+ N O OVER b MIL V.B. ON 4" O 2"X4" STUDS ® 16" O.G. I I m #4 REBAR ® 24" COMPACTED GRAVEL N LOAD R-IS INSULATIGN _ AGO. LUMBER ARE PERMITTED. ALL O.G. VERTICAL;MINIMUM OF 2; cY ON COMPACTED 50IL FROM ABOVE 2"X4" AGQ SILL I GONNEGTORS AND FASTENERS FOR AGO T GROUT FILL SOLID ( GAL) 2¢x8Q �+ /i ry I I LUMBER MUST BE STAINLESS STEEL OR O +8\�, HOT DIPPED GALVANIZED 0-1,55. z # O PT. LOAD `O 2 "XII " TJI 360 F.J. o Ib" o.c. 3 2 "xI1j" TJI 360 FJ. ® Ib" O.C. _� 6. AS PE-R 2020 NYSRG SEG. R510 Q v — — — —, I N GL. F M ABOVE RECREATION I EACH HABITABLE ROOM SHALL HAVE J o'-o" �'-6" AT LEAST ONE OPERABLE WINDOW Z PT. LOAD " " 12"0 SONO TUBE FILLED FROM ABO r H/ 4" PIPE COL. 10 POURED GONG - W/24"x24"xl2° FOUNDATION WA_L I - _ _ SOLID W/3000psf FOR EMERGENCY EGRESS WITH A O O I I (3 I XII W/ (2) II ST . F . FLUSH CONCRETE W/ MINIMUM CLEAR OPENING OF 5.7 SQ. Q Z �. ..Y.....".".. .... I POURED CONG. FTG. W/#4 REBAR VERT. O " m PITCH I I �� 2¢x8 — (3 I "xn " W/ " L J (TYPICAL) a 48" OG. I I � I O FOOTING MIN. 36 FT. (GRADE FLOOR OPENINGS SHALL 36 X36 X 18 P. GONG. Ski ST. PIPE COL. m m , a a "XII" STL. " " I I I ( BELOW GRADE (TYP) HAVE A MINIMUM CLEAR OPENING OF � � � m m _ W/24 x24 xI2 12"x24' P. GONG. FOOTIr15 L — — J w n Q w O - FLUSH " „ 5.0 SQ. FT.). THE MIN. HT. OF ro -'= v � I z' ST. PIP COL. �i I I EVATOR p I (IYPI�G�NG. FT&. I KEYKAY,MINA 6" BELOW I I ir1 OPENINGS TO BE 24" AND MINIMUM °~ U'0 0 W/24 x 4'x12" i PT. LOAD , e w a w Z=w° POURED GON . FTG. O• - PT LOAD FROM ABOVE GRADE. (TYPICAL) I WIDTH TO BE 20" AND THE BOTTOM -'i7 o _ w TY IGAL FROM ABOVE -� OF OPENINGS NO HIGHER THAN 51-a" u_N o J o Q o } II'-10° 4'_ 5_O u 33'-4" II I � I I A.F.F. ZWvoZ�=°iN m A I I J 4 9 PT. LOAD W/ #4 REBAR a 24 I PITCH dl A m w w 0 z m° W J N TIE NEW FOUNDATIOPIS F Z z Q � ) I II LVL F S LL • a (y FROM ABOVE ry O.G. VERTICAL MINIMUM of 2; a[ -1 4 _ -1 gz ��Ow� iN V f J J I ( V a I- I GROUT FILL SOLID (TYPICAL) I I z W U q� z - 0 I m PROVIDE ELEVATOR 1 w OO g a q�?p a nu, _ 0 PIT PER MANUFACTURERS I STAIRS 4 GUARD NOTE: w=z-Q °q SPECIFICATIONS 4" CONCRETE SLAB (TO COMPLY WITH 2020 R.G. OF NYS RBI 1$RB12) o~Q";� z d o Ul p .D � BEDROOM ® X ' ry � ST. PIPE COL. w/bxb 1O�fo W.W.yI, _ z�N n o WB 4 I - ir_w `O ►^v 24'x24"x12" OVER b MIL V.B. ON 4" o -STAIRWAYS SHALL NOT BE LESS THAN 36" d" °' I- I wwpz pnQ 3►'�" 5T. PIPE COL. POURED GONG. FTG. COMPACTED GRAVEL u-z 1060 r- z o m I I ►^V 24"x24"xl2" en I N CLEAR W I DTH ABOVE THE PERMITTED o°�' " c O x`D m I POURED GONG. FTG. I (TYPICAL) ON COMPACTED 501E I ( a ly vii�z v 11-1 NOTE: DOUBLE ALL F.J. .fl .. , e UNDER PARALLEL WALL " HANDRAIL HEIGHT AND BELOW THE REQUIRED Q °e°e UV �3 Z I I PARTITIONS ABOVE (TYPICAL) I- -� 4 CONCRETE SLAB (3) I 'XII " LV FLUSH w/bxb io,(o WyyM 12" P. GONG. I I HEADROOM HEIGHT w q"�Q vNL u-°zw u F ��uiui _ ,�,� _ OVER 6 MIL VB. ON 4" TRENCH FOOTING X p COMPACTED GRAVEL -MINIMUM1'v ly l- i LTO J ON COMPACTED 501E -MAX RISER SDHALLO NOT IEXGEED 8Y '�I-8 ii w "'~ n w-tie ID N 4 „ �,11 oNtwOQJNwOz LQ U1~N°1LL k-`-° r N GL. x -MIN TREAD SHALL NOT BE LESS THAN Cle}Q Z o IL I I I KToulOv OTO— Z TIE NEW FOUNDATIONS tu Q m _ MEGH• TIE NEW FOUNDATIONS -STAIR PROFILE: N05IN05 SHALL NOT BE i'� z d 0)W #4 REBAR a 24" O U1 ROOM O r W/ #4 REBAR® 24" u u _ i LESS THAN 3/4 NOR MORE THAN ly/ i,i ili v o O.G.VERTICAL;MINIMUM F 2; !X O.G. VERTICAL;MINIMUM OF 2; y Y e_z T F 3 e T�O -HANDRAILS SHALL BE PROVIDED ON AT d a N o g o p GROUT FILL SOLID (TYPI LJ I Q r- .� d mlu GROUT FILL SOLID (TYPICAL) ( LEAST ONE SIDE OF EACH STAIRWAY WITH X 18'-10' TNO OR 11 - - - - - - — - - - - - - - - - - - 3 — m om— - - - - - - - - - - - — � I m SHALL NOT BE LRE RESSRTHAS. � B� ANDNOT0 � 3 2 3-2 I MORE THAN 5e5". ALL REQUIRED HANDRAILS *GWI4 _., 2$X11 _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ SHALL BE CONTINUOUS TO THE FULL LENGHT OF THE STAIRS FROM DIRECTLY ABOVE THE — — — — — — — — — — TOP Ri5ER OF A FLIGHT TO A POINT 17'-8/2° = n'-I%2° -6' 3'-0" - DIRECTLY ABO N I I I I TIE NEK FOUNDATIONS j)rV#4 REBAR a 24" / ID RI E ® v N VE THE LOWEST RISER OF THE L — — — — J O.G. VERTICAL;MINIMUM OF 2; 5_O 13 A S 12" \'9 12"� SONO TUBE FILLED FLIGHT. ENDS SHALL BE RETURNED OR SHALL F — I GROUT FILL SOLID (TYPICAL) — — — — — — — — SOLID W/ 3000psl TERMINATE IN NEWEL POSTS OR SAFETY 12"� SONO TUBE FILLED I I r — — � CONCRETE W/ l(1 � SOLID W/3000 sI PROVIDE FLOOR DRAIN - 6"x36"x18" P. GONG. TERMINALS. HANDRAILS ADJACENT TO A WALL OL CONCRETE W/ p — — PREFAB DRYWE L1 I I BELOW GRADE�iYP) �� CO x36"x18" P. coNc. I '� I — — —W :24"0>06" DEEP — — — — — — — — — — — — — I -' SHALL HAVE A SPACE OF NOT LESS THAN V:2 W z Mou — — I I BETWEEN THE WALL AND THE HANDRAIL. L — J FOOTING MIN. 36" — - — — — L — — J HANDRAILS SHALL NOT PROJECT MORE THAN < BELOW GRADE(TYP) , u v 4/2 ON EITHER SIDE OF THE STAIRWAY. Z v -GUARDS/RA I L I NGS ARE REOU I RED FOR ANY SURFACE 50" ABOVE FLOOR OR GRADE. d 34'-4" -OUARDS/RAILIN65 SHALL NOT HAVE A OAP v 0 m OF PASSAGE OF MORE THAN 4" I o FOUNDA71ON PLAN m m 4 SCALE: 1/4" 1'-0" N O to LINE OF GUARDRAIL AND HANDRAIL BEHIND cove¢ - — — — — — — — — — — — _— — — — n 5/4 X 4 TOP PLATE TF TF FF I1—I 1—I 1-71 TF TT F1_1711-11-71 T WALL I5" IN. IN. 2X4RAIL q II II II II II II II III II II II II II II II II II II I �IY� T 5° m 2 X 2 BALUSTERS a 5" O.G. m I I I I I I I I 1 1 1 1 1 1 I I I I I I �li ,'� I t _ 2 X 4 RAIL I III I l l l �Ib�C GQ/tVG� L B I I Z (�1-- r, PAROE TOP OF WALL 11_ LL LL I-L I Lj I I-LI di LL LL, � � �I��.1b• AND PITCH TO DRAIN K ,gGtt - - — — — — — — — --MIN 3" f�14C�ZETE COVER (� n o WALL MALT M /j oP,soiL FINISHED GRADE - — — — — — — l�— LADDER O LINE � ElXI5TIN6 STAIR � O /TO BE REMOVED I ' I // / — --- - -�° LLI I 6"MIN �� WALL KEY O LLA dC - 01 }Ul LL LL➢ LZ/ 0 _ W m_ ° tI 1 EXIST TO BE REMOVED < _ Q _ / to r I O �C LA U I EX15T TO REMAIN OL -A -A NEW WOOD FRAME GNS"T o /,` j% NEW POURED GONGRETE_ "� > o / ---�•- OL O O 4"x4" POST UNLESS OTI-ERW15E o o o ID'O' i 4" POURED GONG SLAB ® ALL BATHROOM SHALL BE PROVIDE WITH � �'�p Apr , NOTED ADEQUATE PLUMBING FIXTURES TO ALLOW FOR O z 0 0 �O W 6X6 Io/Io WWM " �o 0 6A 4CFJLIL/ 8" CMU FOUNDATION I • K HOLD DOWN A5 NOTED MIN. CLEAR SPACE DISTANCE THROUGHOUT 3g �/f WALL FILLED SOLID ° %� HARD WIRED SMOKE ROOMS- TOILET, SINK, TUB- A5 PER 2020 RE-BAR o 24" O.C.— #4 O DETECTOR W/ BATTERY 8 RESIDENTIAL GODS OF NEW YORK SECTION < ��!!� f P.G. FOOTING BACK-UP ° o ° I l o / ® 80 GFM FAN TO EXTERIOR m W CONNECTED TO POUNDATI a HARD WIRED CARBON NfONOXIDE O �I /jDRAINI�GE SYSTEM ' / (2) #4 BARS GONTIN AT FTG I I O CA DETECTOR W/ BATTERY BACK-Ute' � ' 24"4) X 36" DEEP (`) N ZZ MIN 12" A.F.F. A5 PERo� / PREFAB DRYWELL 2020 RESIDENTIAL GORE OF NY5 3IE DENOTES EGRESS WINDOW LOOSE GRAVEL FILL W � J fIl < W Q O p � p . a r ARCHITECT P.C. ,TODD O'CONNELL ('-2" I'-6" 20'-6" I'-6" 14'-O" I'-6" 17'-6" I'-!" TODD O'CONNELL, AIA - - - - - - - - - - - - - PROVIDE (011X6" 1200 Veterans Memorial Highway HOLE) DOWN 6"X6" POST I 2A"XIIl" TJI 36P.J. a I6" O . I PROVIDE Suite 120 6 P05T 1 I HOLD DOWN Hauppauge POST ,NY 11788 *GX _ _5 *G _ 5 'r4Wl -5 TG. *G__ _4_T_G_. P (631)650-6666 F(631) 650-6667 _•o oa (5) 2"X10" (3) 2"X10" 6"X6" 2" 10" (5) 2"XIO" % - -- - !' I — — — — C(516)658-0325 1111111 I6'-O" POST 24 825 -O" I�'-O' '-O" 2"x6" AGQ F.J. rrrr rr r' IIf,. � ®� ;.rr:f;fnSrf�fi"r�ii;:r•-f�. �x,ii5 (3 .2 8 i _ — I = ® I6° O.G. _ j 1 a ,:: r;r r: ATH +� U_ = BATH O 4x_2 - L �-L _-I_ J- ( A N 0 - ® BAT - d N X - 0 BATH O p 30x82 X p BEDROOMNO FT. LOAD FROM ABOVEo I BEDROOM 6"X6" M STL. COL. X P05T I - - - - * ,.. N N 2a"XIIg" Til 360 P.J. a I6" O.G. 21"XIII" TJI 560 F.J a Ib" O.G. E REE IL ZE kY-L = U jruft_�LAUNDRYD �0. T. -O c > I H_m I _-� ' --- U ry O - F- X rkD X X F- - - - - r - w XO X -O" 6'-6" w b"X6" - a a cv a = PROVIDE I m llll dJ dJ - 6X6 � I � - - Ix 11 P05T m a .a m ry POST lax GL. HOLD DOWN N - - 6" TO EXTERIOR N N I O � GL. , Q L - - - - � o 6" �� 6"X6" 20x82 `0 3 zft # -' POST - POST PROVIDE O GL. P P05 PO5T-\m ,=,� = PT. LOAD 111 z 111 HOLD DOWN = N " 60x82 - FROM ABOVE 5TL. COL. I I O O _ N (5) I Xlf _ 5 I XII _._ X v 17L S+- LVL LU5 � � ^ I 6 r ®'x6"O G. _ POST dJ - POST `fl cv O UNDER PARALLEL WALL �q „ x x �y 2x8 NOTE: DOUBLE ALL F.J. x O � 5'-O" 5'-O" �'-6" 6'-O' X I LEVATOR PARTITIONS ABOVE I I (� aw w N o =06 22 82 I ° �m0duwz u lax` p N H z H Q Oyu LU° m NOTE: DOUBLE ALL P J. V lL I 6"X6" O , a'F-Q 1 u-fn m� p b"Xb" A O 0-11 1- -0 A POST UNDER PARALLEL WALL p , G� 0 _ I PARTITIONS ABOVE _ a POST A w w n O (3) 2"X8"_0 ® " I =~0Q�0oo,10 W V a 6X6 '=1-3QN00nni1 `� = O C =v 1 m POST BEDROOM I o Qw J n z p w U F- N COVERED a 0 N =rr I °�oI Qd6, �zQo w z-Q'W"0° PORCH ) SITTING Nww(17j0gQ�m O dui Q uiU h ROOM X N z��IjwdF zv* I 2 2 ENTRY �- J " I n o n 5 x8 > I O 6X6 - BEDROOM m U _.I °_ w o,� u N 10 o , y x = (2) I "XI I " LVL FLUSH - m ° t=p z w o � POST �jl I IL�NN°a��o� � - - 4 RISERS ®t8" I _ 0~'vu=wv�0.N l9 -� X -p 6"X4° 3 AD 012" - v ';� N°di y oW�°�� CI I _ _ � �_® POST C�O w I Lit—o o ?- BATH - rrl `J �� Til 560 FJ. a I6" O.G. 2a"Xi1j" TJI 360 F.J. a 16" O.G. 2"xl " F Ib" O.G. _ w Q PROVIDE RAIL ^ W/2" " LE PE RIPPED :12 ulwOpw<zQw=F m BQxg2 TO CODE X PROVIDE ��dz=�3tY,-�o ��aa�-M0°�ov p HOLD DOWN nX X 31 :14'-O° PROVIDE I O 3 2"X8- (5) 1 XII k LVL (5) 2 XIO je") 2 8 HOLD DOWN I m e *GX 16-4 bilX611 V *GX I6-2 1 7'_4' 61 AGQ q'-q" 24' �I P05T 2" ' S'-4" -/N L � i D PROVIDE b= F PROVIDE RAIL 131 RTR 5®12 6X6 ACG HOLD DOWN PROVIDE TO CODE 11 11 11 5T COL. HOLD DOWN 0 k POST (5) Ij"X114" LVL ENCAPSULATED _ ❑ n _ _ _ _ _ _ _ _ (5) Ij"X114" LVL ENGAP5UL TED N GUS OM N 3 I "XII " L L ENCAPSULATED _ - - - _ _ C) - - - - - Ilk- - - - - - - - - - � - - - - - 'D - - - - -(�I XII LVLENGA 5ULATED- - - - - - - - - - - - - k 6P X6 Ar-,O POST - g 2'-8 611X6" 6"X6" AGO X < II 11 11 " .1�'— L I 0 14'-q' -6" 5'-4" 1'-6" POST 14'-7 „ P05T 15'-6” 8'-4" 34'-4° : O Q M 0 F I R5T FLOOR PLAN Q 5GALE: 1/4" = 1'-0" N O p - - - - - - - - - - - 35FT. MAX HEI6HT - OL z �/ z 1� WALL KEY (� — EXIST TO BE REMOVED WIL _ - ILI J 1 ■ u o L - _----- _ O EXIST TO REMAIN �/ / Q - l IJ / o NEW WOOD FRAME CN5T — .. IL f1 !1- '.r .:....,,. ,..:: NEW POURED GONGREI-E ... ....._...._........__._ .. ......,., .._......__........ ...... .w. ....._._ - - - - O � 4"x4" P057 UNLESS OTHERWISE ® NOTED O _ .___....__.____ ___-___.____. Z O _ - 1J- z ® HOLD DOWN AS NOTEG> _ ..................._. .. .... _ .. ._...__._..____ __---.__-.._ .,, _ - _ ........................ _....... .._...............................___�_..................__-__ HARD WIRED SMOKE - - AVERAGE GRADE (64.58) - - .::..:.L __._.__.__ ___ .__._.. _ OO DETECTOR W/ BATTERY - - - " AVERAGE GRADE (64.38) _ BACK-UP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ® 80 CFM FAN TO EXTERIOR 62.05) ( 55) N N W W © HARD WIRED CARBON MONOXIDE 30.0' f(1 O DETECTOR W/ BATTER'( BACK-UP 5q MIN 12" A.F.F. A5 PER • 2020 RESIDENTIAL GORE OF NYS 5<)"FL ANE D I AORAM Q 5GALE: I/4" = I'-O" # -� � SIE DENOTES EORE55 WINL>OW W z 1� At2CHltEC75 58'-O" Iq'-O" TODD O'CONNFLL 5'-O" ,�, ASR C H I T E C T P.C. 1 20'-O" 7�_p�� 7'_O" 5._p.. I'-6" 20'-6" 2" I'-6" 12'-O" I'-6" 2" 17'-6" -6" 0, TODD O'CONNELL, AIA 1200 Veterans Memorial Highway BUILD-OUT - BUILD-OUT Suite 120 9 Hauppauge,NY 11788 "G - P(631) 650-6666 VIDE 0 HOLD DOM BUILD-OUT J (3) 2"X10" (3) 211X10" BUILD-OUTPROVIDE O F(631)650-6667 C(516) 658-0325 m HOLD DOWN - m *CX1+124 TG. "'CX- _4 Ir �,ri+fri:t;f rf'r�iJiL 3 ;r+ 1ia 3 2"XIO" - - - (3) 2"X10" FLUSH (3) 2"X10" ;rrrJfc:rc rf(iiftr.,.,.trt„ - I POST P05T I N 21 CZ Is to A - b_ l PANTRY IK I O E D 1 �y r{ V ) a O = - _ ► '. °® VAULT 12Q HT. to O I x_ ; I q a.. o x O�_ = DINING i , BATH01, 01 IL ROOM I N �* r,a l� - ° POST _ _ _ _ 11 tQA RI j o R' G o m :Ix = (3) I "XII " LVL FLUSH POST' W I I I J O O QIII � I =� � X BALCONY (fin _x� N dr n ® O BATH I I I KITCHEN I m N ° � III I VAULT 12Q HT. I vi O IN ® ® wx '*I I DEG SELECT z # v � el = m O GL. X I I I o �- nl� I v 2Qx8Q L Z m I I bX6I - b�� m p-= v ° (2) 2"X10" FLUSH 2'xb" R.R. .,, .,.,,,,, ,. .,,..., POST = m 3x8 --- I I O (3) 2 X10 u1 O W N o � � ® Ib" O.G. Q Q � � �� P05T WINDOW BOX )X5 11-1LL 0 Art-L I O X EVATOR os� POST <t 7U0 I - I � WwOtu n I IXC I I v o� ��NW°� Y I^ b Xb Krr m °wHUQzD-viz 1lU.l l� cry POST (3) 1 "XI I _LVL FLUSH Q 2 - ¢-Q b Xb A Q� Fe z _I O 2 XIO FLUSH 2x8 43 x ° Q Q o � dJ I ( " " I I o�wFz�QuiO°F — —� a m ~w�wp�z�r�Qui H a I POST I _I d N W I J X m �,wwQz>O�Q°w N " " ■ 4 " " n — � 2"x10" G.J. � Ib" O.G. 2 xl0 G.J. ® b O.G. 2 xl0 G.J. ® Ib O.G. 2"x10" G.J. ® Ib" O.G. RAI51= 12Q H to O O BEDROOMATTIO IVING I LT 1 C - O O r - - - 1 IL ROOM = (� I VAULT OHI tf O Q=I I v d W ACCESS �� QT. I X N Vo>WIA-0 EbdF F-W F-IL N IL nvT W vUl W Q x- PROVIDE RAIL I ►- „ " _ � v o 0 0 }- N ® TO CODE P I U- zl'-�� }Q`��o ,n N - - - - - - - - - - - � ==QQ=nOp�Os o 2"XI " RI OE -"' I `� B<x <P`zQQws Q COVERED IY 111 Q I I BALCONY �o off O I I �- °,_� " I Ieft� I I m m m PROVIDE bW, I I bOLD DOWN (3) 1 J"Xq 4" LVL POST ----_ - (3) I j"XII 4" LVL POST (3) I J"Xa 4" LVL % PROVIDE RAIL—A FW612 50 FWGI2 80 FW616 80 TO CODE PROVIDE _ HOLD DOWN _ 8'-O" 7'-14" IN - _ �'-2" _ 6'-IG" = 17'-3" X DECKING TO I X O X OCOVERED O N BALCONY I , „ N 1 N N I DEG SIELEGOT I N `� I I 11 "SELECT - v x- -. COVERED _I cVl I I W m m m PROVIDE I BALCONY 2° b Xb PROVIDE HOLD DOWN n ® m m POST HOLD O (3) 2"XIO" (3) I "X14" LVL ENCAPSULATED I = (3) 1 J"XII " LVL ENGAPSULA D POSTXO N CUSTOM N (3) I XI4 LVLIENGAPSULATED — — — IO - - — — POST O n - — — — — — — — — — N PROVIDE RAIL (oil N = b"Xb" PROVIDE RAIL b"X6" TO CODE POST 2'-8" 2'-8" N POST 14,_x„ TO GODS a,-p„ POST O ' " 111-611 54'-4" 14'-0" m m 5ECON ) FLOOR PLAN SCALE: 1/4" = P-O" I tu LULU . WALL KEY Ul UA_ 1-! EXIST TO BE REMOVED >LU } EXIST TO REMAIN UA � NEW WOOD FRAME GNST O 4; NEW POURED CONCRETE O 4"x4" POST UNLESS OTI-ERWISE ® NOTED z ® HOLD DOWN AS NOTED lK HARD WIRED 5MOKE OO DETECTOR W/ BATTERY BACK-UP ® 80 GFM FAN TO EXTERIOR m W a HARD WIRED GAR50N MONOXIDE N IN DETECTOR W/ BATTERY BACK-UP m t- Z MIN 12" A.F.F. AS PER Q 2020 RESIDENTIAL GOL'E OF NYS SIE DENOTES EGRESS WINDOW _Z O d v TODD O'CONNELL R C H I T E C T P.C. TODD O'CONNELL, AIA 2"xb' G.T. c lb" O.C. 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 F- -T T T- -T P(631)650-6666 2"XI6.. I 2"Xf6' R.P R.R. a i0 O.G. O.0 .I F(631)650-6667 PROVIDE PROVIDE C(516)658-0325 CRICKET—\.., ,/—CRICKET :21'x6" G.T. a 115711 O.G. 2"Xb" O.T. a 161, O.G. 2"XI0" R.R. a 16 O.G. 2"xI0" R.R. a 1611 O.G. cXY 2"XI0" R.R. a 16" O.C. 2"x10" R.R. a 16" O.C. —PROVIDE K EE —ley UN ER IDE OF TAF R5 I i 114 -4 x (4 N U z :21IX12"IRID 6E z 2"X511 R.R. a 16" O.C. ;D WI L onV I Y�III 00 d ---L 6 toy OVI I- K�EL. KN-L TCS U bE is FTE;Z5 [u Inu,Q tu f)Z LU (Y N -9 0-'):,I)," tu Fy > Q z 'PUrTJRALI 1(:2) 11 J"XI4" L\�L 57 RIO OE 6OU i-- T -7 IS) o D' )K (YDI:L-X0(3, z VI 71--WA0 -2, z :< ZOVIrz K EE LL UNbER--IIPE 0�) Ji F RAF-rER5 !P 4111 X tu til ZQ W- < Z ROOF PLAN 50ALE: 1/4" = I'-C" V v v P n V) > lu ILI 0 LLI z Q OL WALL KEY LU 0 > EX15T TO 5E REMOVED tu EX15T TO REMAIN NEN HOOD FRAME r-N57 NDN F0LJRE[;' r-ONr-FF7F 4"x4" FC57 UNLE55 07HERN157 NOTEE) HOLD F,)OAN AS NOTED HARE;) NIRF-Z;l SMOKE DETECTOR N1 5ATTERI' E3Ar-<-UF 80 GFM FAN TO EXTERIOR HARD NIRE:D CARBON 1-fONOXIME DETECTOR Nl E3A77ERT' 5Ari<-UF MIN 12" A.F.F. A5 FER 2020 RE51rENTIAL CODE OF N-T-5 DENOTES EORE55 NINrON 7A kck' TODD O'CONNELL — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - PROVIDE PROVIDE J, t RICH I T E C T P.C. HOLD DOWN HOLD DOWN -, % r 13 —-- - — — — — — — — — — — — — — — — — — — — — — — — — — — — TODD O'CONNELL, AIIA 1200 Veterans Memorial Highway 10 Suite 120 Hauppauge,NY 11788 81' i 3I'-8" o P(631)(631)6 F( ) SO6667 C(516)658-0325 I'ro I 4" CONCRETE 5LA13 0 0 OVER ' X N1COMPACTED 6x" V.B. ON 4" 4 -6 MIL PA-TEV A Mr x x &ARA6E ON 501L DROP FOUNDATION FOR DOOR L4 10x20 P. CONIC,. FOOTING W(2) #4 REBAR W 2"x4" KEYWAY;MIN. 56" BELOW 6RA0E. (TYPICAL) all POURED GONG --T--FOUNDATION WALL ki/*4-REBAR VERT. 45" O.C. -IT I Lo DROP FOUNDATION r-DROP FOUNDATION DROP FOUNDATION PROVIDE PROVIDE N - - - - - - - - - - - - - - - - - - - - -FOR DOOR FOR DOOR R DOOR Iz* — — — — — — HOLD DOWN HOLD DOWN to O # 71 z =U(L- I - T - - - - - - 7-5751 `-ZQv—77L 71 "z1T—L\/L PROVIDE HOLD DOWN X 6'-8" PROVIDE q) 2 HOLD DOWN O (S) 1 0�/2 2'-1 CY2 > 54'-0" m 'Ill IL z '0 �0-'0 < -To *QO FOUNDAT I ON PLAN OARAOE PLAN ROOF FLAN SCALE: 114" 1'-0" SCALE: 1/4" 1'-0" 0 50ALE: 1/4" 1'-0- tu v- 0 tu 0 L 3: 0 c' W (3 CRI <-A L�L-j X Z I_ O fu)W0 j Zo W-7'W')5n YY OWL K50100-E kn LL W T-[L 0 1-- 1 o'n III LL -I.-LU i.- zO 8 0,00 0<d L,'9' CD Is) T 0 ILi T[y T I- )0''0 D"� 10 0 L' < <IWA Wd9WQzQ y-'-L << 0 11 2LJ K IV fV rKT.O. ROOF T.O. ROOF 5TANDIN5 SEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT 12 5TANVIN6 SEAM METAL ROOF TO 10 BE SELECTED OVER 15# BUILDING FELT to 4X5 ALUMINUM CUTTER PV 5X4 Z IL :3 ALUMINUM LEADER TO BE tu V SELECTED 5r OWNER ........... ------- X- v X 51MINO TO 51DIN6 TO Z BE SELECTED BE SELECTED ..................... .......... ............ ........ ...... —L < AN,T.O. ROOF T.O. 6ARA0E PLATE ELEV. +10'-5" ELEV. +10'-5" .................. ............... 93 .......... ... ........... ................ .......................... ........... .......... ___ _ _. _ :- M El IM MILEM LE M- iM E3 .......... ................. -------------------------------- ------------------------------- -----------------------------JI-1------------------------------j .......... .................... ............ ................ ........ -...... F=7 [71 El 1:1 [A Ll F=-] r7 171 1=1 /-K OARASE SLAB OARAOEFSLAB ELEV. +01:511 (-64.27 ELEV. +0'-5" (b .. ........... ........... ............... ........ LU AVE F71 —194.0) RACE GRADE=7 ID Ll WEEV. 0'-0" (65.15) AVERAGE GRADE 11— (64.0) (65.5) LH N 5 ELEVATIONb NORTH ELEVATION SCALE: 114" = 1'-0" SCALE: 1/4" = I'-O" O Z UA UA b � ILIbo Z OL T- ts) 11s) OL K N N � w V) T- z 0 < z <:ID < o < Q () 1j) ' ' F7 [711 171 M 1=7-1 F-1 171 M 1=1 6v t i IA4T-6HINT E'Cf 5 TODD O'CONNELL T.O. ROOF # ^. AIRCHITECT P.C. ELEV. +34'-8" 5TANDINO SEAM METAL ROOF TOTODD O'CONNELL, AIA BE SELECTED OVER 15# BUILDING FELT 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F (631)650-6667 C(516)658-0325 (rrq rr, nr,; r, FLASHING i T.O. SECOND FLOOR PLATE ELEV. +24'-1" tiP. SIDING TO / O BE SELECTED / \ \ 10 `A 12 10 �. ................................ Ln ; ..... ................ \ r SEG_OND FLOOR ELEV. +14'-I" - ----_ _ .____.____. _._.._...____.......__._.___ __._______._,____ Z 0 _0 T.O. FIRST FLOOR. PLATE ELEV. +12'-11" _.______ Z tjl ...................... . Q u-.. ... _... _ _ = LL___ -_ _ ~ _ Q--a _- O� IUnQ.1 1__' v _ 1L..... tL o LU LULL i -- �oF(DOvUI*OW z U1 Q IL LU IL z IL ------ ._.- _._.__....._._....-- ------------ ..._ .........._..... n o z 0 111 FIRST FLOOR ___.__ Q z w J U N I v N ELEV. +2'-11" (61.33) ____ _ Q Q?o o o UO dam;' nmF � ........ � zdd __ ._..... Jwp�dwFz_6" u°o 65.0) (3till dAVERAGE GRADE t dnn uFl V F- ELEV. O'-07" 674.5-6-T— 63.5 o)- 0-1 u Q? w v� " w0D'U-� -) Ex00 WXF-KOo_ K NORTH ELEVATION wv9W 3a OpdF VIOU H��III jI LU- SCALE: 1/4" = 1'-0" z ' °°d IV ° m IN KT0ILI de xo- Z DL<N J ndx d�W dUJ OpILI zd TF TTfo Tl,-KW "l-6)O 0 H Q t F d d o v IV fV ca 4)T.OO . RDF _ ELEV/• 034 t5" - - - - - - - ................... STANDING SEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT FLASHING IL _...__........_ \�10 _._.... �L ........... 12 10 U ......................... / __....___._... \ , f ........... __.._. .... T.O. SECOND FLOOR PLATE - - - ............ _............ ELEV. 91 +24'-1" BE SELECTED N O � tK ----- CAB-E RAIL TO _ CODE _-- 1-1-1 SECOND FLOOR � ----- -� ELEV. +14'-1" UA - - _.._ . T.O. FIRST FLOOR. PLATE _... ................ ELEV. +12=1T" ----- — -._.. 4 . : _... _.. _.. FIRST FLOOR '" _-A- .................. OLz . IY. AVERAGE GRADE - p ELEV. O'-O" 64.38 N N W WEST ELEVATION n t- o o Q z SCALE: 1/4" = P-0" tu Q A Q O 4 v ra � D � T.O. ROOF ARCHITECTS" TODD O'CONNELL ELEV. +34-8 ( ARCHITECT P.C. I' 1 TODD O'CONNELL 5TANDING SEAM METAL ROOF TO , AIA BE SELECTED OVER I5# BUILDINO FELT ! 1200 Veterans Memorial Highway Suite 120 FLASHING Hauppauge,NY 11788 / \ P(631)650-6666 F (631) 650-6667 : C(516)658-0325 T.O._SECOND FLOOR PLATE ---— _- ELEV. +24'-1" ..... ...... SIDING TO -=_ - �'6' • BE SELECTED GABLE RAIL TO CODE SECOND FLOOR f - — N ELEV. +14'-1" — — T.O. FIRST FLOOR. PLATE_// # ELEV. +12'-11" ..... ... --------------- -------------- .. - --------- ------- v ---_ , / �- infj _ �W��lloov = d UIL H�3-0, FL IL Iz W W V Y Z u7 U _ "'V�QZZI� ,F N FIRSTfiLOOR // / Zz L� lu ELEV. +2-I I (67.33) - ----------- _.. /./' W qZ�=izLl��i�tl V 1110 (64.0) IK, VERAGE GRADE _ �wWUz>0 '0 4.0) Ngiro�N LEV. O'-O"T6-4-5-5)-0r- 0 PU�1 ij�N1--W QN°a-oiVi�7zuUlo FL uUfy i1�YQQp'N SOUTH ELEVATION WdvdIllo.tLdu q �O 11Y-*qpj V NIYU_ SCALE: 1/4" = 1'-0" z ul N N Q u,W o z [4 na"->>°dZ qQ QWO- Li W IU VgWQzQul2� U�z t-1-Q4F-�nOgHO� 4-1 T.O_. ROOF _ — FLA5HING 12 STANDING SEAM METAL ROOF TO / �10 BE SELECTED OVER I5# BUILDING FELT \ i. \E: 12 / \ ' 12 / to 10 10 z 0- 1U / ................. ............_.._.. 4 SIDING TO V BE SELECTED _ 2 \ / ............. ............... T.O. SECOND FLOOR PLATE _ ELEV. +24'-1 ............._..................._.._.... ... __._..._........._...._. _ _...... _......._............ _....__......_. z _-- I— # , u ..........._.... _._ > - - U GABLE RAIL TO GODS � _ ...... .....�. LU Z SECOND FLOOR _ — __._..._........._.._..___..__...._-._.._ — ELEV. +14'-I" —------------ -O T.O. FIRST FLOOR. PLATE 1-x-1 ELEV. +12'-11" LU A — c11 o �✓- o FIRST FLOOR ELEV. +2'-II" (6.7.33) n � IU•• rK AVERAGE GRADE _ il— z ELEV. O'-O" 64.35 (64.0) EAST ELEVATION A t- o Q ' O Z SCALE: I/4" = I'-O" O < Q D RIDGE VENT 2X12 RIDGE 12 / ARGH17EC7S` 2"X6" G.T. 0 16" O.G. \ �10 / 12 TODD O'CONNELL FLASHING \ / �10 t ASR C H I T E C T P.C. STANDING SEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT 5TANDINO SEAM METAL ROOF TO TODD O'CONNELL, AIA 2"X10" R.R. ® 16" O.G. BE SELECTED OVER 15# BUILDING FELT 1200 Veterans Memorial Highway Suite 120 R-30 INSULATION t�v 2"X10" R.R. ® I6" O.G. Hauppauge,NY 11788 2"XIO" G.J. a 16" O.G. P(631)650-6666 4x3 ALUMINUM OUTTER W/ 3x4 2"X4" BRIDGING F(631) 650-6667 ALUMINUM LEADER TO BE (3) 2"X10" W/ (2) �"X9" 5TL. FP. C(516) 658-0325 SELECTED BY OWNER (3) J 1 "X14" LVL ENCAPSULATED • 2"X4" BRIDGING (3) 1 I I " LVL 1/2" POLYSTYRENE RIGI1�) INSULATION _ R-21 INSULATION 2"X6" STUDS 0 16" 0.0. " BEDROOM GDX PLYWOOD SHEATHING € - O Q FAMILY ROOM IVIN L O ' \ SIDING TO ROOM N VAULT Is HT. o _ ,.. 13E SELECTED "XII TJI 360 F.J. ® I6" O.G. RAIL TO CODE 2 " ` . S � ! DECKING TO SELECT STANDING SEAM METAL ROOF TO 2"X6" AGQ SLEEPERS RIPPED 4:12 BE SELECTED OVER 15# BUILDING FELT BLOCK SPANS f F WATERPROOF MEM 2"X8" R.R. ® I6" O.G. I BLOCK SPANS BLOCK SPANS MEMBRANE 2"X8" G.J. ® 16" O.G. / ( SHEATHING i 2X6 SLEEPERS RIPPED 4:12 HURRICANE STRAP , 2"X10" F.J. ® I6" O.G. 4x3 ALUMINUM GUTTER W/ 3x4 HURRICANE STRAP ALUMINUM LEADER TO BE SELECTED BY OWNER (3) 1j"XIIJ" W/ (2) �"XII"15TL. FP. __ W12X26 STL. ENCAPSULATED 1`3103.1 ROOF EXTENSION r (3) 2X8 OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE N j ; TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 1/2" POLYSTYRENE RIGID INSULATION �51TTIN!O 1 { INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, z ROOM BEDROOM WHICHEVER 15 GREATER. WHERE A ROOF 15 TO BE USED FOR R-21 INSULATION -�---� GL BEDROOM A55EMBLY, AS A PROMENADE, OB5ERVATION DECK OR Fd- 2"X6" STUDS ® I6" O.G. ENTRY ! ! SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT A p ( PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE GDX PLYWOOD SHEATHING i f ' ROOF. z SIDING TO P5103.2 FR05T CL05URE O Z BE SELECTED WHERE THE 97.5 PERCENT VALUE FOR OU75IDE DESIGN 2 "XII " TJI 360 F.J. ® I6" O.G. ( TEMPERATURE 15 O°F OR LESS, VENT EXTEN51ONS THROUGH A ROOF OR WA L SH Q w L ALL BE NOT LESS THAN 3 INCHES IN w � O R-3D INSULATION °_J m �w � 0 w I } I ( i DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE 4' CONCRETE SLAB }} MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE w o_a'o 0 O o 0 W/6x6 1ogo W.W.M. (5) IJ 411 LVL 1 I � OF THE BUILDING. o?'o y-H��10 OVER 6 MIL V.B. ON 4" -- j ( COMPACTED GRAVEL -._--.- - - - - - - ----- - -- ON COMPACTED SOIL ll i nI-'Q z I- 4 O QOw o o �cl) 16 0 BLOCK SPANS I BLOCK SPANS BLOCK SPANS TABLE 1`3201.? o p SIZE OF TRAPS FOR PLUMBING FIXTURES v��0� o w° LLI PROVIDE FLASHING AND ; TRAP SIZE PIN HAUNCH TO FOUNDATION ? PROVIDE FLASHING AND PLUMBING FIXTURE MINIMUM w i 3 D s m 0 o w o #4 REBAR ® 2.4" O.G. HORZ. PIN HAUNCH TO FOUNDATION (INCHES) F~ d"' z°m~w V F- #4 REBAR ® 24" O.G. HORZ. o d 12" POURED GONG. BEDROOM I 1 RECREATION BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR 11/2 -O' WHIRLPOOL ATTACHMENTS)TREIVGH FOOTING Fw� vFzO=a,, BIDET Now z>o°11/4 10" POURED COW— 2"X4" STUDS ® 16" O.G. 0F m FOUNDATION WALL R-15 INSULATION Fad WO N O W/#�} REBAR VERT. 2'X4' AGQ SILL I � CLOTHES WASHER STANDPIPE 2 0� ® 48" O.G. DISHWASHER (ON SEPARATE TRAP 11/2 4" CONCRETE SLAB I I FLOOR DRAIN 2 w w w w a $ 1 KITCHEN SINK (ONE OR TWO TRAPS, WITH OR I I/2 u'o>�w o w� WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) m w WT w-m W'- W/6x6 IO,(0 W.W.M. Ck �I OVER & MIL V.B. ON 4" LAUNDRY 1 1/4UB ONE OR MORE COMPARTMENTS z o N COMPACTED GRAVEL LAVATORYF o o ON COMPACTED 501E O dS- 0 SHOWER (BASED ON THE TOTAL FLOW RATE a z n O N 7 0,o 12"X24" P. CONC. FOOTING III W/(2) #4 REBAR W/2"x4° THROUGH SHOWERHEADS AND BODYSPRAYS) 0 p W<u Q 0,4) d °Qi Q FLOW RATE: 'r W z Q�W y o ��aaPu,o°Po0 Q KEYWAY;MIN. . (T BELOW MORE THAN 5.77 GPM UP TO 12.3 GGPM 2 5.1 GPM AND LE55 1 1/2 ORA, (TYPICAL) MORE THAN 12.3 PM UP TO 25.8 GPM 3 SECTIO `� A-A O THAN 258 GPM UP TO 55.6 GP 4 K K SCALE: 1/4" = 1'-0" 1`4" FRESH AIR VENT THROUGH ROOF I I I ' I N LU Z � I � Q+ 4 I � � I O I :211 211 � � z _-r 1 m m SHOWER 1 SHOWER d I 1 I p 3I " I I I I I I 2111 „I 1 1 1 1 I 12 I I I 1 12” 211, I' _T I II I I Q� } 1 1/2" 1 1/2" I j 1 1/2" ; DW j DW Q� SECOND ; TUB 1 1 SECOND TUB FLOOR I j 1 I " I " FLOOR 3' 21 2n �n ^ n ii Z„ Z" HW HW HW HW HW- -HW-HW-HW HW HW-HW HW-HW-HW G.O. (1 G.O. av—av cw—cw— w—cw— —cw —cw—cw—cw—c —cw C44 OK cw—cw—cw—cw 3 I 13.. 2 --- LH r--- -,_-____ ` SHOWER ---I--SHt^� O2-i---�-----�--- � i � -�---_- 2 ----- SHOWER SHOWtu ER v — I T------r-1 -T I I I I 1 I I I 1 I I I I I 1 1 I I $ I I I I I I I 1 I I 1 1 1 I I 3 Q �� - 2"� 2"I � 1/2.. ,2„ 1j2 I 12 2 , 1V'_ 12 1 2 1 ; I 12' 1 12 11 1/2" 1 1/2" 11 1 1/2" 1 1/2" GW ; I I I I/2" I CW F I RST 1 TUB 1 1 TUB 1 1 I TUB 1 TUB F I R5T2, ' I FLOOR I I I I I " ; FLOOR TUB TUB TUB J- TUB U L Q 2.. 2.. 2.. 3' 2. 2.. 3' 2. 2.. (� 2 2 2 2 2 HW HW HW HW HW HW H -H H HW HW HW HW-HW HW -HW-HW- W 1-a'I t O cw—cw cw—aw cm—cw cw cw—cw cw cw cw c cw w—cw— cw—cw—cw cw—c —cw cw— —cw— —cw cw J I 1 I r II CONNECT TO � #-4-1 T_ HOWE �u''—cw—cW-av—cw—cw—oW—cw cw—cw—cw—cw—cw SUPPLY MAIN O �- I- I , Hw—lavHw—Hw—Hw—Hw (� � I I , lL O I I I O T_ O I I 1 HWH HWH v I I 1 1 G.O. 2"I I nn 1 1 12" CONNECT TOT. z I 1 I 1 1/2" WASTE MAIN N K < I 3' 2' 2" PUMP PUMP N N F- tu i i O z F UME31 NO R15ER NASTE � o � z ' !- L.UM�11�1C fi�15fiz SUi�fi�LY lu SCALE: I/4" = I'-O" m -O" p dp p RIDGE VEKT i 2X12" RIDGE A1t•CFII7EC7S' 2"Xb" G.T.® 16" O.G. TODD O'CONNELL FLASHING / / /j�A RCH ITECT P.C. m FLA5HIN5 1.., 5TANDIN6 SEAM METAL ROOF TO 5TANDING SEAM METAL ROOF TO BE SELECTED OVER 15# BUILDING FELT 12 i BE SELECTED OVER 15# BUILDING FELT 2X12" RIDGE TODD O'CONNELL, AIA 2"X10" R.R. ® 16" O.G. .i 2"X10" R.R. ® I6" O.G. 1200 Veterans Memorial Highway Ib" O.G. 2X6 G.T. 0 Ib O.G. i Suite 120 HURRICANE STRAP / m R-50 INSULATION 5TANDIN6 SEAM METAL ROOF TO 12 Hauppauge,NY 11788 �10 P(631)650-6666 _,\ i N 2"X10" G.J. ® 161, O.G. BE SELECTED OVER 15# BUILDING FELT 4x3 ALUMINUM GLITTER W/ 3x4 ALUMINUM LEADER TO BE 2"X10" R.R. ® 161, O.G. C(516)658-0325 SELECTED BY OWNER (3) I j"X14" LVL ENCAPSULATED , i.f is f; ';r(rC"f�iliffi .frlii "XII " LVL ! (5) 211X10" ATTIC m (3) 15"XII k LVL 4x3 ALUMINUM GUTTER W/ 3x4 ` ALUMINUM LEADER TO BE IL VING ( DINING I/2 POLYSTYRENE RIGID INSULATION SELECTED BY OWNER _ • ' ROOM ROOM R-21 INSULATION O 2"X6" STUDS ® Ib" O.G. RAIL TO CODE GDX PLYWOOD SHEATHING 2II 11 X12 11 ij �k�••'._ DECKING TO SELECT I SIDING TO 2"X6" ACO SLEEPERS RIPPED 4:12 �_ .....,,_ __ _�. I I BE SELECTED I ' 21111 STUDS ® I6" O.G. WATERPROOF MEMBRANE " 5HEATHIN5 € 1 , ": 1 29"X119" Til 560 F.J. ® I6" O.G. " GDX PLYWOOD SHEATHING GARAGE 2"Xb" SLEEPERS RIPPED 4:12 '` 1; 1 BLOCK SPANS I R-30 INSULATION SIDING TO 2"XIO" f=.J. ® I6" O.G. _ .__ _ - - — - __ — BE SELECTED 00' HURRICANE STRAP XS - (5) 1 J"X 114" LVL E>`IGAPSULATED - i ! 411 CONCRETE SLAB Its- w/6x6 10/0 W.W.M. N OVER 6 MIL V.B. ON 4" O COMPACTED GRAVEL ON COMPACTED SOIL z # z Q BEDROOM I BEDROOM 1/2" POLYSTYRENE RIGID INSULATION —! I p [ R-21 INSULATION 8" POURED coNc z O j 2"X6" STUDS ® Ib" O.G. FOUNDATION WALL Z W/#4BAR VERT. " GDX PLYWOOD 5HEATHING ® 45" O.G. I SIDING TO 10x20 P. GONG. FOOTING19 BE SELECTED W/(2) #4 REBAR W/2"x4" m O 1 z N w o 2g"XI I j" TJI 360 F.J. ® I6" O.G. KEYWAY;MIN. 56" BELOW =W a w GRADE. (TYPICAL) Q R-30 INSULATION d o~m ')y ZK W sS GTION G—G zz"TZIb o�U ��a �F?ro�,� Q 2"X4" STUDS ® I6" O.G. d N p o ro W BLOCK SPANS SCALE: 1/411 = 1'-O" o N °° V_ R-15 INSULATION 2 X4" AGQ SILL w= W=NoW V QLw V O CCH. RECREATION WINE ROOM ROOM o�°Q np`u oOn ° 0 10" POURED GONG GLA55 WALL FOUNDATION WALL °o>> n O W/#4 RE-BAR VERT. Q O o 111:19 2xb STUD5• Ib"O.G. N_° vi p Q Ul IV ® 48" O.G. I/1"GDX SHEATHING F �p O 0 4" GONCRI=•TE SLAB SIDING TO MATCH HOUSE W u=I4 0 IN) W/bxb �(o W.W.M. ro I>_D(T I- uh- 10 1/2"GYPSUM BOARD DETAIL I/A-I FOR 0-O>,L,i O U In v F OVER 6 MIL VB. ON GRAVEL" W 2xb AGQ SILL PLATE \ 5TRAP DETAIL IUCOMP ~O,�z R I_O O �� ON COMPACTED SOIL S/a"ANCHOR BOLT 5'0"o G. ~w°N s o o Z 12"x24" P. GONG. FOOTING 51TERMITEASHEILD TION 4 D'W II->>11 °G'Z� �� 5< z F z to W/(2) #4 REBAR W/2"x4" TRIM TO SELECT p'Q U Q W Q z Q w F • "P.GONG.SLAB W/ F$ Q Q� O C]Iy Q KEYWAY;MIN. 56" BELOW Z Ii, 6X6 10/10 WWW TO ALIGN 6RADE.(TYPICAL) f I I WITH EXISTIN&5LA5 SECTION 5-5 -111 ILII=III=III --III d ° r LQ - ►_► I i _ a . J ��a% 0r�0R 0(0R .e 1 Vj Ute) VO SCALE: 114" = 1'-0" 000°oo mo ooh -I�I I-III I� .". , •• ��(��°��°o 'GOMPAGT FILL EXPANSION JOINT I MIL POLY VAPOR BARRIER Oz 8"P.CONG.FOUNDATION a' 2x4 KEYWAY WALL v • 04 REBAR 20XIO P.GONG.SPREAD ([) \� FOOTING•56"BELOW Z. &RADE MIN v W o a d d . O O < v 20" O � FOUNDATION 1�ETAIL w < FIREPLACE SCALE: 3/4" = P-O" IL N O � STOVE USE SIMP50N Z-MAX OR HD6 CONNECTORS SECOND TO INCREASE CORROSION RESISTANCE FLOOR FOR ALL HARDWARE IN CONNECTION Q/ > e Abe W/ ACG LUMBER. WALL STUDS ® 16" O.G. PROVIDE HOLD DOWNS AT ALL CORNERS AND BOTH SIDES OF OPENINGS 6' OR GREATER IN WIDTHDOUBLE ` — 2X STU DRYER SIMP50N HDU5-5052. OAS HOOKED ANCHOR BOLT O — NOTE: MIN. 12" PENETRATIO FIRST ALL 5TRAPPIN6 TO BE i INTO FOUNDATION FLOOR INSTALLED A5 PER MANUFACTURES ''II ,, Z SPECIFICATIONS AND NYS CODE LU qq BOTTOM PLA \ LH AGQ SILL PLA 1-1 > HOT FURNACE TERMITE SHIEL IILU WtO ATER SLAB ON GRAD q,q " ' -t_ HEATR U a a O UI O O STUD PLATE TIES MANUFACTURED BY D ) SIMPSON STRONG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD z TO PLATE CONNECTION n D "x3"xV2" STL. BEARING PLATE MANUFACTURED D BY SIMPSON STRONG-TIE CONNECTORS MODEL No. p LBP5v'2 OR APPROVED EQUIVALENT USE SIMPSON Z-MAX OR HD6 CONNECTORS //��►► GG p ER }� AO J� TO INCREASE CORROSION RESISTANCE L/ J I�I✓ LJ I L/ l'� THERMAL BREAK /e"x12" HOOKED ANCHOR BOLT FOR ALL HARDWARE IN CONNECTION n W ® 5'-0" O.G. AND 12" FROM CORNERS W/ ACO LUMBER. fh f O AND WALL OPENIN65 TYPICAL SCALE: I/4" = I'-O" � �OUN17�T I ON '�I NC I7�T�I L Z SCALE: 3/4" = I'-O" # lu O Q � Ll G ' HURRICANE ANCHORS MANUFACTURED BY as , SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A r-o 840513 IGF BARRIT . OR APPROVED EQUIVALENT AT EVERY PROVIDE ICE PROTECTION 1^�IIGH CONSISTS OF AT LEAST 2 A R C H Or ECT s- LAYERS OF UNDERLAYMENT TODD O'C O N N E L L TER TO PLATE CONNECTION BOTH SIDES WHEN -RAFTERS DO NOT ALIGN WITH STUDS CEMENTED T06ErHER ORA SELF-ADHERING POLYMER ARCH 1 T E C T r.c. { 1,- WALL STUDS ® Ib" O.G. I2 EXXTENMODID FROM T LowEBMEN SHEET T y Sm M.EVATION5 TO AA POINT ALL LOESS THAN 2244 TODD O'CO N N E L L, A I A t SECTIONS INCHES INSIDE THE EXTERIOR SIMPSON STRONG-TIE CONNECTOR WALL LINE OP THE BUILDING. 1200 Veterans Memorial Highway L. r Ib 6a. COIL STRAPPING MANUFACTURED Suite 120 �`. Z TO BE USED k4HEN BY G ASPHALT 5HINGLP5 TO MATCH EXIST SIMP50N STRONG-TIE CONNECTORS OVER 1 T BUILO E FELT Hauppauge,NY 11788 RAFTER ALIGNS WITH STUD MODEL No. 0516 OR APPROVED EQUIVALENT -so BATT INSULATION USE A MINIMUM OF TWO 8'd ��. p o :� P(631)650-6666 NAILS TH15 SIDE NITHOF FOUR INTO RAFTER BOTTOM PLA /2"GDX PLYwoOD SHEATHING I p s C(516)658-0325 RIM JOIST �� TOTALANTED vINYL SOFFIT or F r ° o a ROOF RAFTER ALUMINUM DRIP EDGE I �� \ I � 2•xb•FASCIA ;.„.,r:rl,i I r;r;r-S.rr.::I-rJiIA.r_r;. ,rx,,Iii DOUBLE TOP PLA 1 1n"SHAT Roue � i 2x10 G.J.0 Ib'O.G. I ' AL_UMINUM 6UTT'L�¢ / TO BE 5ELEGTED +} SY'TUD PLATE TIES MANUFACTURED BY HURRICANE ANCHORS MANUFACTURED 51MPSON BY SIMPSON STRONG-TIE STRONG-TIE CONNECTORS MODEL No. RSP4 CONNECTORS MODEL No.1423A OR xa PRIEM BOARD ENT AT EVERY OR APPROVED EQUIVALENT AT EVERY STUD APPROVED EGIUIVAL RAFTER To PLATE CONNECTION BOTH TO PLATE CONNECTION WHEN RAFTERS DO NOT SUB FLODR -2I GATT INSULATION a SIDES n �, 1. ALIGN WITH STUD FLOOR J015T 2x6 STUDS a 16"OZ. j /2"GDX PLYWOOD SHEATHING TYVEK HOUSE WRAP R g I /2'POLYSTYRENE INSULATION l i STUDS ® 1611 0.(:,.-/ ° O 8d NAILS 15"SHEET INTO PLATES ROCK Ib 6a. COIL STRAPPING MANUFACTURED BASE MOLDING T ° BY SIMP50N STRONG-TIE CONNECTORS NOTE: BE SELECTED NMODEL No. GSI6 OR APPROVED EQUIVALENT ALL 5TRAPPIN6 TO BE 5/4"PLYWOOD SUBFLOOR -21 BAT INSULATION m INSTALLED A5 PER MANUFACTURES 2"xb"o Ib"O.G. IGHT 8d NAILS SPECIFICATIONS AND NY5 CODE 2 A"xn I"TJI'360 F-J.a Ib"O.G. r INTO STUDS ^' WALL STUDS a ib O.G. IM JOIST " R-50 BATT INSULATION O i�00 �5Ti APP I NO DETAIL L RIM JOIST AS BARRIER Z Z LOO R STRAP 'I NO DETAIL SCALE: 5/4" = P-O" j SCALE: 5/4" USE 51MP50N Z-MAX OR HDG CONNECTORS O TO INCREASE CORROSION RESISTANCE v Z FOR ALL HARDWARE IN CONNECTION J5"SHEET RocK W/AGO LUMBER. PROVIDE HOLD DOWN5 AT ALL CORNERS AND BOTH } w Q W O WALL STUDS a 16" O.G. °-'_ SIDES OF OPENINGS 6' HURRICANE TIES MANUFACTURED BY p O T z F -w d N OR GREATER IN WIDTH 51MP50N STRONG-TIE CONNECTORS MODEL 2 N W y x ul w d�o No. H2.5 OR APPROVED EQUIVALENT AT EVERY W W()t-W a~*u�00zawv 0 Wo DOUBLE 2X 5 RAFTER TO BEAM CONNECTION BOTH SIDE d o~W w o ILN�JJIl_dly ly SIMPSON HDU5-5DS2. w0 1 z ,-I�I N z �-z 2"x6"STUDS o Ib"O.G. 'Z I-Q IL I= R-2I BATT INSULATION v v o W W b O z11 W Ia /2'GDX PLYWOOD SHEATHING O�1)F v W-6 P Y BOTTOM PLAtu u, k W;,�o o W o v a TYVEK HOUSE WRAP IY Ill~v v Z = O 3/4"PLYWOOD SUBFLOOR /2"POLYSTYRENE INSULATION v Q m I p' RIM JOIST- °d u LIJ 7'f/ o LU U F- SIDIN6 MATCH EXISTING p d J F'd—<I z d ILI 2 j"XI I J'TJI 560 F J.a lb-O.O. N w w p i--LLI l➢ _ ROOF RAFTS R-60 BATT INSULATION 0 W W—W Qr F z P05T GAP MANUFACTURED BY SIMPSON I STRONG-TIE CONNECTORS MODEL No. B652-5/6 N W Q r p z o OR APPROVED EQUIVALENT INSTALLED AGQ SILL PLATE "�,� w w X F d(31) II vQ V�WF=-I11vD (1 NU AS PER MANUFACTURES SPECIFICATIONS w � �_iL Q SUB I=LOOK NOTE: TERMITE SHEILD! SILL INS ATION N 0 p>C*Iz-O W N F ALL STRAPPING TO BE v ,�1-N 1--U-z W u, :1-o FLOOR JOIST INSTALLED AS PER MANUFACTURES U N W INSTALL SILL PLA I I MIN.12"INTO GONG.SPACED MAX.B'-O- v w-jY 0 W 0 v O Z SPECIFICATIONS AND NYS CODE a BEA CEILING 5 P�R30 .ROCK Zz I z F N 0 u,lu o z U] TERMITE S1 fIEL I b 6a. STRAP TIES MANUFAGTUF:ED 3 O.C. ANCHOR BOLT EXTENDED A r/I-N O '�/g' THREADED STEEL RO \ I I O.G.AND MAX.OF 12"FROM THE END OF Q I-ly Q tY BY SIMPSON STRONG-TIE CONNECTORS I W w ui d u, Qd= d Q AGH PLATE SECTION W Z FOUNDATION WALL j`\`°' z W z 1��1v$I o MODEL No. 0516 OR APPROVED EQUIVALENT. l0"WIDE POURED CONCRETE I l d d l- n o L1 l-O v Q STRAP TO HAVE MIN. 12" BEARING ON THE STUD SIMPSON HDU5-5DS2. DECORATIVE COLUMN COVER i FOUNDATION WALL 5,500 P51 114 REBAR W/*4 BAR 0 48"O.G.VERTICAL AND WRAP UNDER SILL PLATE AT FOUNDATION. DOUBLE 2X STU bxb GOLD MASTIC DAMP PROOFING II "x5"A" STL. BEARING PLATE MANUFACTURED SIMPSON HDU5-5D52. COLUMN BA5 i EEXXT RIS OF FOUNDATION AS BY SIMPSON STRONG-TIE CONNECTORS MODEL No. 04 REBAR LBPS'2 OR APPROVED EQUIVALENT HOOKED ANCHOR BOLT MIN. 12" PENETRATIO , I I i FINISH 64RAM IGAL 5/a"xl2" HOOKED ANCHOR BOLT INTO FOUNDATION �IIIIIIIIIIIIII�IIII III - 5'-0" O.G. v _ - W/?" MIN. EMBEDMENT INTO CONCRETE EXPANSION JOINT - I- WITHIN 6-12" OF EACH END OF PLATE 4•CONCRETE SLAB W/66 I W$OOVE" *4 DETAIL COMPACTED REBAR GOMPAGT�GRAVELFOUNDATION STAFFINO ON GOhPAGTED501E offL MASTC DAMPROOFIN62 5,50 PS �00 o�Q�j� 4'm PERFORATED PIPE 50ALE: 5/4" = 1'-0" TO EXISTING DRYWE L F- _. ; u Z a P. GONG. SLA I FREE DRAINING z W WHEN NOT ALIGNED WITH RAFTER aL CONNECT KING STUDS TO TOP PLATE, I ' � l�'BV � GRANJLAR MATERIAL IYl WRAP V4 GALS. 20 GA. COIL STRAP (�*4 BARS VERTICAL W/8" I fru V SEE ROOF STRAPPING DETAIL " I Jur O VER TOP OF TOP PLATE 6 NAIL ° BOTTOM LE6 Z V ROOF FRAMING COLUMN BASE MANUFACTURED BY a 12"x24"DEEP POUR.GONG.FTG. 51MP50N STRONG-TIE MODEL 3,500 PSI C.ONGRETE(2)*4 0— —0 Q/ � < No. 650bb-5D52 INSTALLED a d HORIZONTAL STEEL REINFORCING BARS IN EACH DIRECTION O AS PER MANUFACTURERS z SPECIFICATIONS OR APPROVED EQUIVALENT USE 51MP50N Z-MAX OR HD6 CONNECTORS P. GONG. CHEEK WALL N CRIPPLE TO INCREASE CORROSION RESISTANCE FOUNDATION DETAIL < cV STUDS DOUBLE TOP PLATE FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER. O Q � MOLD DOI�IN D�T�I L EADER JACK I MIN. EDGE DIFFERENCE STUD HURRICANE ANCHORS MANUFACTURED YLU FULL LENGTH USP CONNECTORS MODEL No. TMU26, WALL STUDS OR APPROVED EQUIVALENT AT EVERY �J FRAMED OPENING FOR NEW — R:AFTER TO RIDGE CONNECTION WHEN Z RAFTERS DO NOT ALIGN 'I 1 LH WINDOW OR EXTERIOR DOOR v 5/8"Px12" STEEL ANCHOR HURRICANE ANCHORS MANUFACTURED BY O — BOLTS AT 5'-0" O.G. MAX. U5P CONNECTORS MODEL No. 5T22 _ MIN EMBEDMENT OF -t" OR APPROVED EQUIVALENT AT EVERY OF RAFTERS O RAFTER TO RIDGE CONNECTION '' 1 SEE PLAN,-' WLd WHEN RAFTERS ALIGN RIDE �a Q >} —� a LU — —1T 1T IT— T NOTE: a O �— �— UPLIFT CONNECTION 15 REQUIRED O NO UPLIFT INIECTOR-S AT EACH END OF THE HEADER AND AT O BOTTOM OF HEADER STUDS IN ADDITION ,n REQUIRED HIS AREA TO CONNECTORS AT WALL STUDS AND II AT TOP AND BOTTOM OF CRIPPLES. �GI IO DOLT DT I L " ' IU " D 6 6a. STRAP TIES MANUFACTURED BY 51MP5ON 5TRON6-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORSi�I DOS , MODEL No. 051b OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION N m W AND WRAP UNDER; SILL PLATE AT FOUNDATION. W/ AGQ LUMBER. N crit/ ZO � II Ui�L I T GONNEGTO�' DETAIL Z o Z SCALE: 5/4" = 1'-O" W ' O < v d+, TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA A CONTINUOUS AIR BARRIER SHALL BE INSTALLED , CONTINUOUS BEAD IN THE BUILDING ENVELOPE ' ''� ----OF SEALANT I GENERAL REOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED A5 t~E C 7 S / MANUFACTURED HIN-PROFILE GBARRIER ONTINUOU5 AIR A SEALING MATERIAL TODD O'CONNELL � ASR C H I T E C T P.C. VETED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE ---EXISTING ATTIC VENTILATION BAFFLE N ;.�_. N� FLOOR ASSEMBLY (PULL WIDTH ��ATTIC IN5ULAITON SEALED N )Y RIGID / :/ TODD O'CONNELL, AIA T INSULATION / THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT SHALL BE ALIGNED WITH THE INSULATION AND ANY 1200 Veterans Memorial Highway "-� - GEILIN6 / ATTIC THE INSULATION IN ANY DROPPED CEILING/SOFFIT CONTINUOUS MINIMAL / �PTIONAL ELEVATION ! GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER Suite 120 EXPANDING FOAM AT CAVITY INSULATION X AGGESS OPENINGS, DROP DOWN 57AIRS OR KNEE Hauppauge,NY 11788 WINDOW PERIMETER XPANDIN6 FOAM AROUND WALL DOORS TO UNCONDITIONED ATTICS SPACES SECTION THE PERIMETER OF LOOSELY v SHALL BE SEALED P(631) 650-6666 GUT RI61D INSULATION 'h CONTINUOUS BEAD F(631)650-6667 OF SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME AS AIR BARRIER BOARDM-Mm " RIGID INSULATION BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE C(516)658-0325 EXISTING BAND JOIST INSULATION WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE NTINUOUS BEAD RETROFIT WITH I I/2"RIGID INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED OF R-3 PER INCH MINIMUM WALL EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED � rJ(n°:rr WINDOW UNIT A5 OF SEALANT 41-00300 �alo,514" ■ 1'-0" KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUD57AN71AL CONTACT AIR BARRER ONTINUDUS BEAD AND GONTINUOU5 ALIGNMENT WITH THE AIR BARRIER OF SEALANT THN-PROFILE ATTIC EAVE BAFFLE AND VENT GONTINUOLS MINIMAL WINDOWS, SKYLIGHTS, AND DOORS EXPANDING FOAM AT ONTINUOU5 MINIMAL 5-01004 Scale,3/4" - 1'-0' THE SPACE BETWEEN WINDOW/DOOR JAM55 AND +' WINDOW PERIMETER EXPANDING FOAM AT FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE " WINDOW PERIMETER I + SEALED CONTINUOUS BEAD I " GYPSUM BOARD MANUFACTURED RECESSED LIGHT �< �F SEALANT X4 BLOCKING ENCLOSURE RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM J0157 SHALL BE INSULATED i .,�: _ ATTIC INSULATION � � ,kY'A I GONTINUOU5 BEAD I s EILIN6 J015T5 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED P;: - ` - OF ADHESIVE _ FLOORS (INCLUDING ABOVE GARAGES a THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE --CONTINUOUS BEAD INDOW UNIT A5 - - -- --- --- OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY AIR BARRIER CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION INSULATION SHALL BE PERMITTED TO BE IN CNT OACT WITH �+ OF SEALANT LNATED EXTERIOR THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION _ _ INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND CONTINUOUS MINIMAL RIOR WALL - _ EXPANDING FOAM AT SHEATHING EXTENDS FROM THE BOTTOM TO THE TOP OF ALL m XPANDIN6 FOAM SEALANT PERIMETER FLOOR FRAMING MEMBERS WINDOW PERIMETER AT PERIMETER DRAWL SPACE WALLS N ONTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPADES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, c 2-57UD oRNER WITH 1x4 BACKERONTINUOUS SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE CONTINUOUS BEAD DRYWALL CEILIN5 WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS F SEALANT 5-00006 50010,3/4" . I'-0' LIGHT FIXTURE SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE Q GESSED ��ONTINUOUS BEAD [ 5HAFTS OPENING TO EXTERIOR OR J ONTINUOUS BEAD PENETRATIONS OF ADHESIVE UNCONDITIONED SPACE TO BE SEALED ° OF SEALANT [ I ONTINUOUS BEAD AIR SEALINSATRWE%WLIOWN61NATTIC BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR z 111 NUOL'S SILL SEALER [ OF SEALANT NARROW CAVITIES NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT -FULL }- V Z -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 502041 Scale: 3/4" . I'-0" ON INSTALLATION READILY GONFORM5 TO THE AVAILABLE CAVITY SPACE OF ADHESIVE TOUNDATION WALL ONTINUOUS BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED AS AIR BARRIER OF SEALANT SPACE m I J W o 6 ILI �ww a ON RETE SLAB AS RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE '�' u" I QI 0 D_'0 RECESSED LIGHTING d ul u ° AIR BARRIER - BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED w v *wo--= a TO THE DRYWALL AIR TIGHT AND IG RATED "n_'IL w f v w ___.__ - FLOOR ASSEMBLY LOGKIN6 AS REQUIRED Iv o �d T o CONTINUOUS BEAD YP5UM BOARD BOX PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT t 7 Q Q o w 0 m ONTINUOUS BEAD ENCLOSURE AROUND WIRING AND PLUMBING IN EXTERIOR z w o T,?o u N ° F SEALANT OF SEALANT WALLS, OR INSULATION THAT ON INSTALLATION u, u-`�} a �W0w jwbOzIA 4 ATTIC INSULATION EXTEND BEHIND PIPING AND WIRING z of N v ul READILY CONFORMS TO AVAILABLE SPACE SHALL o k-a F11 Ir D N woo V_ • z �ow�w ONTINUOUS BEAD GEILIN6 JOIST w I v Q_a o z lU 0 OF SEALANT SHOWER/TUB ON EXTERIOR WALL THE AIR BARRIER INSTALLED AT EXTERIOR WALLS z� Q'i�o o m o J _ O NTERIOR 6YMSUM -- -- -- -- -- - ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALLS ADJACENT TO SHOWERS AND w J ul o z F Q w V �- WALLBOARD AS BARRIER - SEPARATE THEM FROM THE SHOWERS AND TUBS TUBS SHALL BE INSULATED °d J�Q W i-$o dcj F GONGEPTUAL AIR 5EAL 1 NO 5TRATEOY // GONGEFTUAL AIR 5EAL I NO 5TRATEOY // _�> �, �� M I > , ELEGTRIGAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND Q w°Q z j o p Q o m GONGEPTVAL AIR SEALING STRATEGY EXTERIOR WALLS ELEGTRI GAL OR COMMUNICATION BOXES OR z o 0>��z T U-(- LONER NALL SECTION UFFER NALL 5EGT1 ON AT UPPER FLOOR BAND.10157 L O w N O AIR-SEAL BOXES SHALL BE INSTALLED Q o 0 a o m z u; 5-02011 50010,3/4" ■ I'-0" O N w Q v~O z w O II i II II I I� AN- -0 FOAM SEALANT HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING u-�w N w��Q�� 5-02002 SGC((e: 3/4 = I -O -02003 5Ga le: 3/4 = I -O AT PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE v N w v a uld-awl 0.- -CONTINUOUS BEAD OF SUBFLOOR OR DRYWALL o-o>w o w F 1 SEALANT WHEN REQUIRED TO BE SEALED, CONGEALED FIRE d *o I " GYPSUM BOARD RYWALL GEILIN6 CONGEALED SPRINKLERS + SPRINKLERS SHALL ONLY BE SEALED IN A MANNER z N Q N P o CE55ED LIGHT FIXTURE O w o r $O- in� INSTALL I" RI61D INSULATION 1 2) LAYERS 2" RI61D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. o INSTALLED DURING FRAMING CAULKING OR OTHER ADHESIVE SEALANTS SHALL 1)Q T Q j2 wQGUT TO FIT BETWEEN THERAFTERS FROM SEAL BOTH NOT BE USED TO FILL VOIDS BETWEEN FIRE �1 0o=<z<$�o„ M AIRSEALINSATREt�L16F!TIN61NATT1G SPRINKLER DOVER PLATES AND WALLS OR aQ I RI61D INSULATION SIDES ALONG RAFTER WITH ROUGH OUT AROUND EXPANDING FOAM SEALANT. GE I L I NGS VENTILATION CHUTE VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-02040 Scale, 3/4” ■ 1'-0" -AIR SEAL PERIMETER FOR LENGTH OF RIGID IN5ULATION51ULATED EXTERIOR WITH EXPANDINcS ATTIC INSULATION x WALL MATERIALS R-VALUES 0 m EMENT BAGKERBOARD FOAM SEALANT / i HEATHI R WALL TUB SURROUND FINISH MATERIAL R-VALUE / INSTALL I" RI61D INSULATION SHEATHING TUB UNIT Z_ VERTICALLY TO CONNECT 555 / / INSULATING 5HEATHIN6 TO R161D / 5--STUD CORNER WITH RIGID INSULATION / INSULATION BAFFLE. I TUB SURROUND BUILDING BOARD FOAM SEAL BOTH JOINT / AT .-. �. �.. 5-o0o0-I 5cole:B/4" ■ I'-0" PROVIDE TUD CAVITY ATTUB I ), BEYOND ONTINUOUS BEAD - - - AT EXTERIOR WALL I ONTINUOU5 BEAD GYPSUM WALL BOARD (Y2') 0.45 I OF 5EALANT R' OF SEALANT „ I `Ir ONTINUOU5 BEAD I I GYPSUM WALL BOARD (5/8 ) 0.5625 " RISID INSULATION l OF SEALANT INSULATED EXTERIOR 1 THIN PROFILE WAL 0 XTERIOR INSULATED 'I " RISID INSULATION I STUD WALL PLYWOOD (/2") 0.62 Z obi VIDE BLOCKING AT [ I 1 5HEATHIN6 W WALL XTERIOR INSULATED STUD CAVITY AT 5HOWERONTINUOU5 BEA PLYD WOO (3/4") O.q4 WALL AT NSTALL INTERIOR 5HEATHIN6 - EXTERIOR WALL OF SEALANT 0 � � V I SEALANT I I I'RI61D INSULATION A5 ATTIC SAVE BAFFLE GUT I"EXTERIOR INSULATION 5HEATHIN6 ONTINUOUS BEAD OF A5 PRIOR TO INSTALLATION OF SIDING Z I 1 PREFAB FIREPLACE UNIT ALUMINUM/ VINYL SIDING (NOT INSULATED) AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT XPANDING FOAM 5-01006 5cale:514" • 1'-0" 5-01005 50010,3/4" = 1'-0' 1 I 1 ~ Q 1 FAB ALUMINUM/ VINYL SIDING (/2" INSULATION) 1.80 w W O \__C \-T LE SURROUND FINISH [ FIREPLACE EMENT BAGKERBOARD [ 1 UNIT I OOD FRAME Q- Q z NSTALL I" RIGID INSULATION ( 1 - FLOOR ASSEMBLY AT BOTH HORIZONTAL AND LATED FLOORING DRAINAGE PLAN VERTICAL POSITIONS NSULATED EXTERIOR I 1 EXTERIOR (LEAVE�'GAP FOR EXPANDING FOAM) STUD WALL I I STUD WALL HARDWOOD FLOORING (3/4") 0.68 THIN PROFILE WALL 5HEATHIN6 AIR 5EALIN6 BEHIND TUB WITH N Q INSTALL EXPANDING FOAM [ 1 THIN-PROFILE 5HEATHIN6//5EGTION TILE 0.05 — — SEALANT AT INTENTIONAL SAPS I I AT I" RI61D INSULATIO EXISTING FLOOR 1 1 5-oloOq 50010:3/4" ■ I'-O" CARPET WITH FIBER PAD 2.08 CARPET WITH RUBBER PAD 1.23 > i ASSEMBLY CONTINUOUS BEAD OF 5EALANT --CAVITY INSULATION [ 1 ONTINUOUS BEAD OF MINIMUM " DRIP - [ I 5ELANT IANUF. SHOWER X7 . 1. I" RIGID INSULATIPAN AIR SPACE (Y2" UP TO 4") 1.00 O I 1 -- SOFFIT GL05 XPANDING FOAM 1, WOOD FLOOR ASSEMBLY— �- OD FRAME FLOOR ROOFING LU ASSEMBLY ASPHALT SHINGLES 0.44 INSULATED CANTILEVER FLOOR// a ,< WOOD SHINGLES O.cl-r J--i CAVITY INSULATION WITH I"R16ID INSULATION CLOSURE L n 5-01014 50010+5/4" ■ 1'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED Q �#— THIN-PROFILE 5HEATHIN6 FIREPLACE ASSEMBLY DOORS `— O ATTIC INSULATION 5-01007 50.10,'3/4" ■ I'-0" V / O 5-01012 50010,3/4" = 1'-0" WOOD, SOLID GORE (1 3/4") D METAL DOOR (2") K -15.00 n, J 1 1 � l .� II INSULATE EILIN6 FRAMING II Ifl 111' ,, ((�� FLOOR GRILLE A J-4-.1 1--1 Q H (1-\l " RIGID EATH INTERIOR OF LOOR DUCT BOOT LEGTRIGAL WIRE > tu Q ATTIC ACCESS TO ONTINUOUS BEAD OF POURED GONGR}=TE PER 0.08 O INSULATION +I" OF INSULATION SEALANT LEVEL PLUMBING PI FLOOR TOP PLATE (n z GE55 PANEL J DRAW ACCESS PANEL TOP PLA O U1 5NU6 WITH PERIMETER EXPANDING FOANSULATED FLEXIBLE DUCT XPANDING FOAM M O O O Q 5EALANT ATTIC AT INNER LINER SCREWS TIE AT INNER LINER SEALANT TRIM A5 REQUIRED TIE AT OUTER LINER ALL STUD FINISH GEILIN6 WALL 5TU b,JI OL Z AIR SEALING AT ATTIC HATCH//FINISH 5GREW5 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION D 5-02022 50010,3/4' ■ I'-O" 5-01023 `xalerS/4" = I'-0' „ _ 5-01033 50010,5/4" = I'-0' 5-01024 50010:3/4" = I-0 N N W mt- ° � o Q z ro Q 0 0 � Q JOIST DETAILS Plate nail-16d(0.135"x 31/2') Load bearing or bracedlshear wall - 1/ round holes may be �. , / above(must stack over wall below) z Y Tn�".� 1 Plate nail, 16d(0.135 x 3/2") at 12"on-center - Load bearng or bracedlshear wall above cut anywhere in webPlate Hall, 16d(0.135"x 3/z") at 16"on-center When sheathing thickness exceeds 7/a", 2x stud wall at Flo:r anel nail- iBlocking panel: 1Y8'TJ°'Rim Board, (must stack over wall below when present ® outside of hatched zone ifat 16"on-center _ p , ) I ALLOWABLE HOLES - TJI Joists Blocking panel: trim sheathing tongue at nm board 15'on-center 8c+ t1).131"x 21'z" at 6"on-center 4'or 1/2'TimberStrand LSL or No load bearing they are located 3"away 1 " , Web stiffener ) �' Min.distance from Table A Min.distance from Table B horizontal)1/8 TJ 'Rim Board,1/4'or Plate nail-16d 0.135"x 31/z" i TJI- 'oist. wall above y „ " "1Y2"TimberStrand''I-SL or required on both ( ) Web stiffeners re uired on Blocking panel: (edge-to-edge)from a H I T ECT S ® sides at A2W ONLY at 16"on-center* q 2x4 minimum Web stiffeners 1/s"TJ Rim Board, DO NOT larger hole. TODD O'CON N ELL TJI joist O Floor panel nail- Sheathing both sides at A3.4W ONLY \ squash blocks required each side 1Y4"or%"TimberStrand"'LSL cut or notch flange. A RCH ITECT P.C. O 8d(0.131"x tie")at 6"on-center* boundary nails, / \ at B3W ONLY or TJI"'joist 8d(0.131"x 2/2'") ' . _ 1Y4'or 1 Y2' R'im to-joist Web Stiffeners required at 4"on-center O--TimberStrand O\ %6" Web stiffeners f6" O )6" TODD O'CONNELL, AIA nail each side at A3_W LSL rim board. 61 B1 W required on both Toe nail, Toe nail, t �' When sheathin Toe nail-10d(0.131" O O sides of both joist 6"' L, 2 x D, D, Closely grouped round Lz 2 x Lzt �• g 1200 Veterans Memorial Highway 1/a TJ Rim Board, g holes are ermltted if Suite 120 10d(0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W only) thickness exceeds/a', 12 x 3")at 6"on-center ends at B4W ONLY No feta cut minimum P minimum No field cut Do not cur ( y) Web stiffeners required DO NOT holes in (applies to all holes the group perimeter holes in holes larger Hauppauge,NY 11788 at 6"on-center at 6"on-center 1Y4'or 1 Y2'Timb<�rStrand"LSL. trim sheathing tongue min. End of joists at hatched meets requirements for hatched + �, on both sides at 61 W cut holes in cantilever except knockouts) q than t/z••in TJI rim joist at rim board centerline zones round or square holes. zones cantilever Web stiffener and 62W ONLY reinforcement, q P(631)650-6666 required on both Toe nail- ntp(0 ,31"x 3") of support Table A - End Support F 631 650-6667 q Must have 13/4"minimum at 6"on-centP;• Install proper blocking to / Blocking panels maybe required pp { sides at Al W ONLY bearin at ends.Attach pp p g B2 B2W g P Yrequiredg3 g3W with braced/shear walls above or g4 g4W Minimum distance from edge of hole to inside face of nearest end support C(516) 658-0325 Al A1W'tr A2 A2W'Y joist g A3 A3.1 A3.2 A3.3'ti support all ane)edges Blocking panels may be with braced/shear rim joist per A3 detail. walls above or below-see detail B1 O O below-see detail 61 O O A3.4 A3.4� JOIST TJI" ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - •� > DEPTH , , fr rf fr,i'(if r r" *For additional installation specifications see Rim Board Detais and Installation in A3W A3.1 *A3.2 *A3.3 For additional installation specifications see Rim Board W z' 3" 4" 5" 6?i' 7" 8?%" 11' 13" 2" 3" a" s" 62' T' ai tr' 13" S>>+ ( , , f iw<r+�tj1Nail through 2x_cantilever,wood backer andWeyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001. O Details and Installation in Weyerhaeuser Installation Guide 11/8"TJ'Rim Board or 1Y4"or 11/2'TimberStrand' TJI"'joist web with 2 rows 10d 0.148"x 3" 110 1-0" 1-6" 2'-0" 3'-0" 5'-0" r-o" 1-s" z'-s" 3'-s" a'-s" ',r f rr ,s:t r. i'ri,j;t r „,rr 1i1 for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 210 r-o^ r-s" _2'-6" 3'-0" 5-6^ r-0" 2'-0" 7-6" 4'-0" 6-0" LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. = 230 1-s" z'-o" 7-6" a-6" 6-s" 1-0" 7-0" 3'-0" 4'-6" 5'-0" top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y2')nails with 31,2"TJI ' 360 1-6" 2'-0" 3'-0" 4'-0" 6-0" 1-6" 7-6" 3'-6" 6-0" 5'-6" „ / 7 connections equivalent to floor panel schedule. joist flange widths. 560 1-6" 7-6" 3'-6" 5'-0" T-0" 2'-0" 3'-0" 4'-0" 6-6" 6'-0" , 6'-0"length of TJI`joist 8"diameter maximum hole for 11/8'- , , „ 1 „ � 110 1-0" 1-Ir' 1-6" 7-0" 2'-s" 3'-0" 5'-s" 1-i" 1-6" z'_o° 2'-s" 4'-6" 5'-0" 6'-0" 1/8"TJ Rim Board 1/a or 1/2 TimberStrand reinforcement and filler 15'deep blocking panels;6"diameter 210 1-i" 1-6" z'-0" 7-0" 3'-0" 3'-6" 6.0" 1-0" 1-6" 2'-6" 3'-0" s-0" 6-6" 6-6-- 4'-0" length of 8"diameter maximum hole for 117/8'- block. Use 4'-0"length maximum for blocking panels 9Y2' LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/;' 230 r-o" 1-s" 7-0" z'-s° 3'-0" 3'-s° s'-s" r-o" z'-o" z'-s" 3'-s" s-s° s'-s" 7'-0" `, 3/4'reinforcement 1 " one each at top and bottom flange. /1�� 360 1'-6" 2'-0" 3'-0" 3'-6" 4'-6" s'-0" T-0" 1'-s" 2'-6" 3'-6" 4'-6" 6'-6" 6'-6" T-6" 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9/2 and 117/8"TJI'° deep or shorter than 12"long. with one 8d(0.131"x 2/1z") Web stiffeners 117/8'-16"deep blocking panels; on one side at E2, maximum for blocking panels 9Y2' joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 560 1-6" 7-6" 3'-0" 4'-0" 5'-6" 6-0" e'-0" 7-6" 3'-6" 4'-6" 6-6" T-o" 7'-6° 110 1'0" 1'-0 1'0" 1'0" 1'-6" 2'0" 3'-0" 5'6" 1'-0" 1'-0" 1'-6„ 2-0" 3-6„ 4,_°„ 6,-0" 8'-0 .. both sides at E3 dee or shorter than 12"Ion with one 8d(0.131' x 2/2) _ P g Horizontal blocking uniformly z10 r-o" 1'-0" r-o" r-s" z'-o" z'-s° 3'-s" s'-o° r-0" r-0" 2'0 2's a o 4 s s s 8--6" Load from above required l both c diameter maximum for Do not cut flanges. 11/a"TJI'Rim Board 1Ya"or 1Y2' Hall at each corner panels between each loaded joists 14" 230 r-o" r-0" 1-0° r-s" 7-6" 2'-6" 4'-0" T-o" r--0" 1.0" 7-o" 3'-0" 4'-0" 6-0° T-o" 9'-0" f ' sides at E1 W ONLY blocking panels 9,/2'deep or �, TimberStrand LSL.Nail with shorter than 12"long. joist. Nail to top plate with • only. iso 1-0" r-o" 1-s° z'-s" 3'-s" a'-o" 5'-s" s'-o° r-o° 1-s" z'-s" a'-o" s'-o" s'-s° s'-o° s'-s° , „ ,.,, 10d(0.131"x 3")nails,one 12"len th of 3/4' connections a uivalent to � 560 1-0" 1-0" z'-o° 3i-°;; 4'-6" 6-0" 6-6" 9'-0° r-s° 3'-0" 4%0" 5-0" 7'-0" T-s" 9'-0" 10'-0" - Do not cut flanges. 1/a TJ Rim Board or 1'/4"or 1/z g q Wood ►�' a� each at top and bottom flange. reinforcement on floor panel schedule. backer a�`�Jen r�� 110 r-o° 1-0" 1-0" 1-0 1-0" 1-0" 2'-0" 3'-0" F-0" 1-0" 1-o" 1-0" 1-s" 3'-0° 3'-0° s'-s° 7'-s" 10' TimberStrand'LSL Nail with 10d one side at E5, es 0 4W ag° 210 1-0° r-o" 1-0" r-o" 1-0" 1-6" 2'-s" 3'-6" 6-0" 1-0" 1-o" 1-0" z'-0" -3'-0" 3'-6" 6-6" 6-0" 11-0" � (0.131 x 3")nails,one each at \ - Attach reinforcement to both sides at E6 12"length of 3/4' ,�� ae� o��O2 1e 360 1-0" r-o° 1-0" r•o° r-s° r-s" 3'-0" a'-o" T-o" r-°" r-o° 1-0" 7-0" s'-s° a'-o° T-o" 9'-0° 11-0° to and bottom flange. Full depth vertical reinforcement on one side r g 1-0" r-o" 1-0" r-o" z'-s° 2'-s' a'-s° s'-s" s'-o° r-o" r-o° 1-s" 3'-0" s'-o" s'-6" s'-o" 10'-0" 11-s" ' P 9 joist web with 3 rows P O gtir lir 10d(0.148"x 3")nails at 5' blocking between at E7,both sides at E8 F1 der sso 1-0" r-o° r-o" r-o" 2'-s° 3'-0° s'-o" T-s° 10'-0-0" 1-0° 2'-0° 3'-0" a'-s" s'-s" T-o" 10'-0° 1r-a' 12'-0" Attach reinforcement 0•� on-center,clinched. Use 2 each joist 19 4' 6'• T• 8" 10" 12" 14?a 163/.' 4" 6" 7" 8•' 10•' 12" 14/y" 163, ))� 2x4 minimum to'oast flange with 7 •• E7 E8 Less than 5" squash blocks • g 2'. R` rows with 91/2"and 11/8 Less than 5" iso 1-0" 1-0° r-o" 7-0" a'-o" s-s" s'-s" 1-0" 3'-0" 4' 10'-0" 11'-0" 13'-6" m v p 8d(0.131 x 2/z)nails at Ei a�` TJ I`joists. * 560 1-0" 1-0" 1-0" 2'-0" 4'-6" T-0" 10'-6" 7-0" s'-o° s'-s" a'-o" 11-0" 12'-0" 14'-0" 1/a"TJ Rim Board or 2'• �R` d` CS Use 2x4minimum squash blocks to 1/4" 1 ' Face rain ` on-center.When reinforcing E5 E6 Gap : WEB STIFFENER ATTACHMENT iso r-0. r-o° 1-0" r-o" z'-o" a'-o° 7'-0" 10'-0" 1-0" r-s" 3'-0" a'-s" s'-0" 11'-s" 13'-6" 15_6- r O q 1 or 1/z'TimberStrand LSL. g �a both sides,stagger nails. Y8'minimum 20 560 1-o" 1'-0" 1.0" 1-0" 7-0" 4'-6" s'-6" 11-0" 1-0" 3'-6" s'-0" T-0" 10'-6" 13'-0' 14'-6" 15'-s" N transfer load around TJi®joist Nail with 10d(0.131"x 3") horizontal CE4 Not for use with 3112"TJI® oist flan a widths - - 23/4'maximum 6 O E1 E1W nails,one each at top and E2 E3 g 1 „ 1" Table B - Intermediate or Cantilever Support 1- (1/2 forTJl Nailing: bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Z Apply subfloor TJIejoist blocking with end JOIST m ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE H Structural exterior sheathing , Web stiffener both sides. DEPTH TJI J adhesive to all blocks installed at/3 joist-span _ * 2" 3" a" 5" 6Y," T' 8'/e•' 11' 13" 2" 3 a" s" 6Yi' 7" V/c'• 11" 13" --I Flush bearing plate re,,1 Flashin N- See table below. With point load from above,and no support Hanger height must Double TJI''Joist Filler Block: Han er Backer Block:Install tight Maximum Y4"overha!r g contact surfaces locations using � below,install web stiiffenerti ht to to flange 110 2'-0" 2'-6" S-s" a'-6" T-6" 1-6" 2'-6" 3'-6" 6-6" 6-6" � be a minimum of 60% - g 1 two 8d 0.113"x 21 " g P 9 ( /z) Tight fit* a at bottom flan , zto 7-0° z'-s° 3'-s° s'-°" s'-o° 7-0° 3'-0" a'-o° s'-s" r-s° Attach per the table.Clinch to top flange(tight to bottom permitted at beam. \ (gap 9e) s/�' Z of joist depth / Treated 2x_ r nails or 230 7-6" 3'-0" a'-o" s'-s" s'-s" 2'-0" 3'-6" 4'-6" s'-s" T-s" nails when possible. flange with face mount hangers). ledger O spa 2Y2'screws, Depth Minimum Web Nailing Requirements 360 3'-0" a'-o" s'-s" 6'-s" 9'-0" 3'-0" a'-s" s'-s" 7'-s" s'-o" V Z Clinch nails when possible. ops TJI Joist Series Number Nails sso 3-s" 6-o" 6'-0" T-6" 10'-0" 4'-0" 6-6" s'-6" 8'-0" 9'-0" ' . • , See fastener , ,� , „ ,�,�W �a a� typical (in.) Stiffener Size Type - table below. Maintain -1/8"TJ Rim Board or 1/4 g Qac End Intermediate 110 1-V 1•D" 1-6" 7-6" 4_0" 4'-s° a_s^ 1-0" 1'-6" 2'-6" a'-o" T-o" T-o" 9'-6" 1,- 210 tv I- 2"distance(minimum)from or 11/2"TimberStrand"' LSL. 110 All 5/a"x 25/6""' 21° 1'-0" r-o" z'-o° 3'-0" a'-s° s'-o" s'-o° 1-0" 2'-0" a-0" a'-6" s'-o" a'-o° 1a-o° m tu Q _ I- P \ 21 All /4'X25/g 8d 11/ 230 1'0" 2'0" 2'6" 3'-6" 5'0" 5'-6" 10'_0" 1'0" 2'-6" 3'6" 5'0" 6-6" 9'0" 10'6" Q O Z i-H 61 0 0 To mount edge of ledger to fastener. LL 3 "' „ Iv 9 9 (0.113"X Z/ 360 7-0" F-0" 4'-0" 5'6" 7'0•' T-6" 11'0" 7-0" 3'-6" 6-0" T-0" 9'6" 9'-6" 11'0" a W" W w O O O hanger \ 230&360 All 7/a"X 25�s"" 3 3 560 11_6" 3'-0" 4'-G" 5'-6" 8'-U' b'_6" 170" 3'0" 4,_6" 6'0" S'_0" 10'-6" 11'_0" 12-0., 2 N Q =F 0 Option#2: Face mount / Backer block �� Fastener Allowable Load''(lbs/bolt) 2x_strapping installed at Y3 ZI 16d 110 1-0° 1-0" 1-a' 1-0" z'-o" 2'-6" 4'-6" e'-s" r-o" 1-0" 1-0" 7-6" s-o" 6-0" 9'-0" 12'-0" 0- Fro III z u 1 Yz"Through bolt joist-span locations using two 560 All 2X4 , „ 210 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-0" 5'-6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" s'-0" 7'-0" 10'-0" 13'-0" W O D N II Z 0.135"x3/z) a o Tov hanger both sides of Web Rim Board Material /2'lag bolt /2'Through bolt with Air Space 2Y2'SCreWS per joist,typical ( 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-s" 4'-0" _6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" s'-6" T-6" 11'-0" 13'-6" f Q O Q a W } with single TJI joist 1.8'TJ`Rim Board'3 480 695 18 4 4 360 1-0" 1-0" z'-o" 3'-6" 5'-6" 6'-0" 8'-6" 12'-6" 1'-0" 7-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" F Z O=O$ IA Web stiffeners required if sides of 1 14"'TimberStrand' LSL 610 725 615'°' Option#3: 5600 20" 4in 16d , 5 5 sso 1-0° r-o° r-s" 3'-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" 3'-0" 5'-0" T-0" 10'-0" 11'-0" 13'-6" 15'-0" w Q F Q 7 }T Q With top mount hangers,backer block required only 1,12'Tim berstrand` LSL 675 725 Directly applied ceiling 22"'3' (0.135"x 3/2) 6 11 110 1-0" 1-0" 1-0_ 1-0" 1-0" 1-0" 2'-6" 5'-a' 8'-6" 1-0" 1-0" 1-0" 1-0" 3'-s" 4-6" 8'-6" 11-6" 15'-0" tr UJ v w 0 7 m H1 hanger do not laterally support at H2 H3 3, 210 1'-0" 1-0" r-o" 1-0" r-o" 1-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-s" 4'-s" 5'-6" 10'-0" 12'-6" 16'-0" O 3/g"of TJI joist top flange O for downward loads exceeding 250 lbs or for uplift O (1)Corrosion-resistant fasteners required forwet-service applications. PB1 24" 6 13 p 1-- least tW- _j k t X When Spec/fled On the layout, one Of VV 16" 230 1'-0" 1-0" 1'-0" 1'-0" 1'-6" 7-0" 4'-0" 6'-s" 11'-0" 1 0 1-0" 1-0 2-s' S-0' 6'-0" 10 6 13'-s" 1s'-s" Q-s �w V conditions.For nailing requirements see page 5,TJ- O (2)Allowable load determined in accordance with ASTM 07672. O O (1)PS1 or PS2 sheathing,face grain vertical - v z o v z + the bracing options above/S required iso 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" 4'-0" s'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" N-0" 7'-6" 8'-6" 13'-0" 14'-6" 1T-0" W T t✓=m v O ul O Uj T- 560 O 9001, Weyerhaeuser insta/lation Guide for Floor and (3)1/a"TJ'Rim Board is allowed with joist depths- 16"only. g p q (2)Construction grade or better 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 3'-s" T-0" 11'-0" 15'-0" 1'-0" 1'-0" 3'-6" 5'-6" 9'-0" 10'-0" 14'-6" 16'-0" 18'-0" =f Q m i- Q in Z v Roof Framing,TJ-9001. (4)Maximum Y2'shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI"'560D Joists w W Q z lv -w v I- 4" 6" 7" 8" 10" 12" 144/" ,ga/ 4" 6" 7" 8' 10' 12" 143i' 163/," O W F Z-Q ill O Q Fd BEAM DETAILS FASTENING Of FLOOR PANELS 360 1'-0" 1'-0" 1'-6" 3'-0" 6'-0" 9'-0" 14.6" a r-o" 4'-0" , '.. 9'-0" 14'-6" 16'-6" 19'-0" Fa O Q In F Q O Guidelines for Closest On Center Spacing per Row FILLER and BACKER BLOCK SIZES 18" -. - Q v i°W in w ty v-J o TJI t1)Iz) 560 1'-0" 1'-0" 1'0" 2'-0" 6'0" 10'_0" 15'6" 1'0" 6'-0" 8'6" 11'6" 16'6" 18'o" 1g'-6" w ttJ p Z O Q Q m Rim Board 13/4. TJI°'Joists 110 210 230 or 360 360 560 5600 360 1-0" 1-0" 1-0" 1'-0" 3'-0" 6'-0" 11-0" 15'-0" 1'-0" 1'-6" 4'-0" T-0" 12'-6" 16'-6" 19'-0" 20'-6" Z 7 0-W b�Z: - BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ye"TJ"' TimberStrand®LSL TimberStrand4LSL Microllam" Parallam� Depth 1/ 7 r z z 560 1-0" 1-0" 1-0" 1'-0" 1'-6" 6-6" 11'-6" 15'-s" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" n'-s' 1s'-o" zo'-s° tv 0 zo" BEARING AT WALL OR WINDOW HEADER and 230 560 Rim Board 1Y4" 1Yz" or wider LVL PSL p 9 z 11/s 14 -16' 9/z -11/s 14 -16 9Yz -11/s 14 -16 18 -20 11/a 14 -16 18 -20 22"-24" Rectangular holesbasedonmeasurementoflongests,de Q O 0-O tY Z v u1 O CONNECTION CONCRETE WALL v kD L o Z ul ® 18d(0.113"x 212'),8d(0.131 x 2'z') 4" 3" 6' 4" 3•' 3" 4" 4" Filler Block(1) 2x6+3/8' 2X8+3/g' 2x6+Yz' 2x8+Y2' 2x12+Y" Two Two Two Four 3/"x 15" • Leave Ye"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. IL Qtly 3 o p X 1/8'TJ Rim Board or Strap per code if top plate 2x6 2x8 z a • Tables are based on uniform load tables in current design literature. v <ID 3 IY Q Q 0-N Detail H2 sheathingsheathing sheathing sheathing sheathing v W ui 1Y4'or 1 Y2'TlmberStrand�' is not continuous over � �10d(0.148"x 3"),12d(0.148"x 3v4') 4"(3) 4"t31 c' 4" 3" 3" 5" 4' ( ) 9 9 9 9 2x6 2x8 2x12 sheathing For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located d LSL or blocking for lateral header 16d(0.162"x 312') 6" 6 15'la) 6"1st 6ys) 6•(61 8.14) 2x6+3j8' 2x10+3j8' 2x6+3/2" 2x10+Y2' at the center of the joists an rovided that no other holes occur in the joist. F iY T i- uJ v N u' 6" Cantilever Filler 2x6 2x to sheathing sheathing sheathing sheathing Not Not applicable j P P I vi v N p O z �' p } support (1)Stagger nails when using 4"on-center spacing and maintain%"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) 4'-0"long 6'-0"long 41%0"long 6'-0"long 4'-0"long 6'-0"long applicable z W,n }Q kn ill v p [Q panel edges)for diaphragms.Fastener spacing for TJI joists in diaphragm applications cannot be less than shown in table.When fastener spacing for ALLOWABLE HOLES - Headers and Beams Z x v kD W o V T to z O- Z Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI` joists. Backer Block 11) v W-J=O Ut v v ~ plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least''/"and staggered. (Dor etail F1 1 5/8" s s 7 7 sheathing �"55E TimberStrand(' LSL(Headers and Beams p i�_,Q Q N 7 Q a p ( or/4" /4"or/8' /a"or V Net 2x6 2x8 2x12 Two/a"x 15" a z er e ILI over column (3)With 10d(0.146'x 1/d')nails,spacing can be reduced to 3"on-center for light gauge steel straps. v Q Q III a >- Top mount , " Filler 16d 0.135"x 3 Yz') 1 r i F- fy I O (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1/a (to minimize splitting). Nail Size 10d(0.128"x 3') ( largest hole(minimum) t Q Q f 0)o Q i O v (� hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimize splitting). Backer 10d(0.128"x 3") Protect untreated 1," Y3 depth Column Face mount (6)Can be reduced to 31/2"on-center if nail penetration into the narrow edge is no more than 1Ya"(to minimize splitting). Filler 15 one side 15 each side 25 each side P Allowed hole zone hangpi / wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 contact with recommendations listed above. Quantity(2) Backer 15 15 15 O L1 L2 L3 See current Wet<arhaeuser / L4 concrete ■Maximum nail spacing for TJI"°joists is 18"on-center. O O O m' (1)If necessary,increase filler and backer block height for face mount hangers and maintain e" a ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI joist or rim board is achieved. 9 g g p at top of joist;see detail W Filler and backer block literature for traming conner.fors ■To minimize splitting,maintain edge distance and row spacing of 2%x nail diameter or%",whichever IS greater. dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 1.55 E TimberStrand LSL ' (2)Clinch nails when possible. ■Nailing rows must be offset at least Y2 and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size Multipl�-Member Connections for Top-Loaded Beams and Roof Framing, TJ-9001. 9%"-9Yz" 3" p Joists must be laterally supported at 8„ 1 8" 11Y4'-11%8' 35/a" Fastener Installation Requirements cantilever and end bearings by blocking 5,,, TJI® joist floor framing does E1 panels,hangers,or direct attachment to 1a"-16" d h Piece #of (-astener O � g P 9 O General Notes See Illustration for allowed hole zone Width Plies Type" Min Length #Rows O.C.Spacing Location When fasteners are required on both not require bridging or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with BEAP iitiG AT 10d nails 3" 3"' sides,stagger fasteners on the second O mid-span blocking uniform and/or concentrated loads anywhere along the member. 12" side so they fall halfway between a Round holes only COLUMN 2 12d-16d;ialls 3 Y4' 2'2' One aide fasteners on the first side. • No holes in headers or beams in plank orientation. Z Q crews 33/8'or 3Y2' 2 24" H2 tU V- 10d nails 3" 3"' Al O� Other Trus Joist® Headers and Beams i 12" Bo',h sides Rim board joint / O Q 12d-16d nails 3 Y4" 2j2' / DO NOT bevel cut joist E2 between joists Microllam° LVL 1' 3 3 „ , . beyond inside face of wall. O 1 DO NOT overhang seat cuts 1.3E TimberStrand" and Parallamr PSL 3!8 or 3/2' Enth sides on beams beyond the inside ' Screws 2 24" Load must be applied evenly across � Y LSL hole zone hole zone 2 x diameter of the y3 depth z = 5" Jne side entire beam width.Otherwise,use face of support member. largest hole(minimum) Verify column•capacity 10d nails"' 3" 3'2' connections for side-loaded beams. DO NOT cut,notch or drill and bear~•bearing 12" One side L5 lene"i.See current 4 12d-16d nails'' 3 Ya" 2'' (per ply) dF o except as indicated in W W O re erhaeuser liter- 5"5"or 6" Both sides holes in headers or beams ° illustrations and tables. Z y Screws 2 24" Multiple pieces can be nailed or bolted together to CS 63 4" One side L6 form a header or beam of the required size,up to a TJI''rim joist / Microllae LVL and Other Trus Joist©Beams 0) m 9'or 6" Both sides maximum width of 7" 11/8"TJ@'Rim Board or Parallae PSL N N LLI Screws 2 24" L3 1 1 � Header or Beam Maximum Round \ \ I- 3Y2' 2 6 3/4" One side A2 1/4"or 1 /2'TimberStrand LSL. allowed hole zone Depth Hole Size <Y tV < Y2'bolts 8" 2 24" - middle Y3 span 43/6" (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162'diameter;screws are SDS,SDW, USP WS,or TrussLOK'' O L1 d 1.3E Timberstrand® LSL allowed hole zone d , 5Y2" 1/a COI UMN DETAILS 61 7Y4"-29' 2" � (2)A•1 additional row of nails is required with depths of 14"or greater. O;: H1 See illustration for Allowed Hole Zone (3)V`iben connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes ry 62 • Allowed hole zone suitable for headers and beams with uniform loads only. 1K BEAM ON COLUMN CAP NAILING AT BEARING (FLOOR) L5 . Round holes only 63 • No holes in cantilevers. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1�"TJ®Rim Board or (Load bearing wall above) • No holes in headers or beams in plank orientation. 1Y4'or 1 Y2'TimberStrand LSL. Joist may be shifted up to 3"if Use B1 or B2 at One 10d(0.128"x 3") floor panel edge is supported P 'I 1 One 8d(0.113"x 2Y2') nail into each flange and span rating is not exceeded. B4 intermediate bearings O J�1 nail each side.Drive Do not cut joist flanges. with load bearing or nails at an angle'at Plumbing Drop braced/shear wall LU P1 least 1/2'from end. End of joists from above at centerline ly �--� 3?2'minimum � of sup ort L2 � '� - COLUMN BASE 13/4'minimum end bearing intermediate bearing see detail B2 T p) single-family applications 5Y4'may be required O s rn \ for ma mumJ-- Shear transfer:Connections equivalent capacityI , to floor panel nailing schedule t L 1 Rim to TJI®Joist ° 1Y8"TJ'Rim Board, LU 1 1 1 0 - ' 1Y4"or 1 Y2"TimberStrand LSL. TJI 560 rim joist:Toe Additional joist is required if o i---11 or TJI'110 rim joist: nail with 10d(0.128"x 3") floor panel edge is unsupported L4 ° o DO NOT use sawn ?� O nails,one each side of or ifs an rating is exceeded. 4° lumber for rim P2 One 10d(0.131"x 3")nail into TJI"'joist flange TJI560 P g °° ° o Exterior Deck each flange o LA board or blocking, LH n TJI"210,230,and 360 rim joist: floor joist ° O Attachment as it may shrink +--a 1 " j INSTALLATION TIPS ° ° ° Structural after installation. O Z ELEVATED One 16d(0.135"x 3/2)nail into o sheathing Use only each flange. •Subfloor adhesive will improve floor performance,but y (� O COLUMN BASE 13/4"minimum bearing With depths>16",use TJI"'360 rim joist. may not be required. P P o ° Use lumber, l Top View T O Locate rim board joint between joists. ° Safety bracing(1x4 O r n •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at a'on-center(6' BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2). Packing out the web from direct contact with See ALLOWABLE ' on-center for TJI 110 joists)and Z of a TJI'r'joist(with web stiffeners)is not a substitute concrete 1Y2"knockouts ° H3 HOLES extended to a braced end wall. _ 1Y8"TJ®Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 1Y4"or 11/2"TimberStrand"'LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum •When joists are doubled at non-load bearing parallel Y (see WARNING). partitions,space joists apart the width of the wall for Ll P3 be Optional plumbing or HVAC. ® TM Bearing plate to fa non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam m ILf grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). <t to W side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum fV N O [il 1Y2'minimum from end end and intermediate bearing lengths. A Weyerhaeuser N r- Z z I i This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. Z m d 0 0 0 o TABLE R602.3(5,' SIZE, HEIGHT AND SPACING OF WOOD STU'>S a TABLE R602.50) TABLE 8602.3(1) B' ARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPAGIN6 WHEN MAXIMUM 5PAGIN6 WHEN NUMBER AND TYPE NUMBER AND TYPE. 5PAGING OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWD FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY ,A R E H I T E C f 5' ITE DE5CRIPTION OF BUILDING ELEMENTS OF FASTENER abc SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FA5TENER `'b,c STUD SIZE INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING A55EMBLY PLUS A ROOF-GEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED TODD O'CONNEC. ROOF EDGESh SUPPORTS (INCHES) SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT ARCHITECT P.C. (INCHES) (INCHES) +-EIGHT " (FEET) OR A HABITABLE ATTIC, A55EMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE a 4-ad BOX(2 �"X0.113") OF STRUCTURAL PANELS, SUBFLOOR, ROOF AND INTERIOR WAASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC, ASSEMBLY a a (FEET) (FEET) (INCHES) HEIGHT - (INCHES) - WOOD '�L SHEATHING TO FRAMING AND PARTICLE BOARD WALL I BLOCKING BETWEEN GEILING J015T5 OR RAFTERS 5-8d GOMMON(2 Y2"XO 131"),OR TOL NAIL SHEATHING TO FRAMING [SEE TABLE 8602 3(3) FOR WOOD STRIJG-UFAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] 1 TO TOP PLATE 5-10d BOX Y2"XO.12a");OR TODD O CONNELL, AIA 3-3 N"X0.131" NAILS Gd GOM`�CN (2'X0.'13') NAIL (SUBFLOGR,vrALL); f 30 3/8" -Y2" 8d COMMON (2 Y2"XC.131")NAIL (roof);or RSR5-CI 6 12 1200 (,2 �'" X 0.113") nail (roof) Veterans Memorial Highway 4-8d BOX(2 Y2 �"X0.113") OR ad COMMON NAIL (2 "X0.131');or RSRS-OI; 6 12f Suite 120 2 CEILING JOISTS TO TOP PLATE 3-8d COMMON (2,1`2"X0.131");OR FER JOIST,TOE NAIL 31 4/32 - (2 3/e" X 0.113') roil (roof) Hauppauge,NY 11788 3-I0d BOX(2 Y2"x0.128");OR 5-51"X0.131' NAILS Cd COMMON (3"X0.148') NAIL;OR 32 Ye" - I/4° ad (2 Y2"X0.131") DEFORMED NAIL 6 12 P(631)650-6666 GEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-ICcl BOX (3"X0.128') OR OTHER WALL S+'EATHING F(631)650-6667 3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Y2"XO 162");OR e 4-3"X0.131" NAILS FAGE NAIL Y2" STRUCTURAL GELLULOEIG FIBERBOARD I Y�' GALVANIZED R00FING NAIL,7(b" HEAD 3 6 516)658-0325 (see section Rb02.5.2 and Table 802.,1.2) 33 SHEATHING DIAMETER,OR 1 Y4" LONG I6 oa. 5TAILE WITH 7/e" or I" GROWN 2X4 10 24` 16� -- 24 10 16 jrrSr,r�rr,;r;f f'rj� , r;;wrrr;I; GEILING JOIST ATTAGHED TO PARALLEL RAFTER1 TABLE 8802.5.2 25� 3/4" GALVANIZED ROOFING NAIL,n(&" HEAD 2X6 IO 24 24 16 24 20 24 4 (HEEL JOINT)(see section 88025.2.and Table 8802.52) FAGE NAIL 34 /2" STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I Y2" LONG 16 ga. STAPLE WITH 3 6 - SHEATHING i G I' CROWN FOR 51: 1 INCH = 25.4 mm, I FOOT = 504.8mm a. 35 Y2" GYPsuM s BATHING GA ALVANIZED RooFING NAIL;5TAALE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE 4-Iod BOX (3"X0.128") OR a ° LVANIZED, Y2" LONG; Ya" SCREWS, 5 COLLAR TIE To RAFTER, FACE NAIL OR 1X4" x toga 3-Iod COMMON(3 Y2"xo.l4a');OR, TYPE w OR 5 7 T SIDE OR BRIDGING SH^.LL BE INSTALLED NOT GP:EATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED ` RIDGE STRAP TO RAFTER 4-3 X0.131" NAILS FACE NAIL EACH RAFTER WHERE IN COMPLIANGr c__ r . r= d I s/4" GALVANIZED RooFING NAIL;STAPLE - WITH EXCEPTION 2 OF _>=GTON 8602.3.1 OR DESIGNED N ACCORDANCE WITH AGGEPTED ENGNEERIN.� PRAGTIGE. 56 5/g" GYPSUM 5HEATH!NG GALVANIZED, 1 5/8" SCREWS, TYPE W OR S b. SHALL NOT BE USCD IN EXTERIOR WALLS 3-I6d BOX NAILS (3 `x0.135°) OR 2 TOE NAILS ON ONE SIDE WOOD 57RUSTF-UAL PANELS,GOMBINA710N 5U5FLOOR UNDERLA'-MENT To FRAMING c. A HABITABLE ATT iG ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOT' SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO r 3-10d COMMON NAILS(3"x0.148");OR AND I TOE NAIL ON OPPOSITE 2X6 OR THE STUDS SHALL BE DESIGNED IN AGGORDANGE WITH ACCEPTED ENGINEERING PRAGTIGE. " 6 RAFTER OR ROOF TRUSS TO PLATE SIDE OF EACH RAFTER OR 3 bd DEFORMED (2"XO 120') NAIL,OR �:. 4-Iod BOX(3"X0.128");OR 37 /4 AND LE55 8d COMMON (2 Y2"X0.131') NAIL 6 2 ` T 4-3"XO 131" NAILS TRU55I ad r-014MON (2"XO.131") NAIL; TABLE R60�_.10. BRAGI NC-� METHODS " 38 /e" - I Od DEFORMED ON XO.4X8") OA,OR 6 2 METHODS MATERIAL _ c _ - -- m 4-I6d (3 2"X0.135") OR _ 3-Iod COMMON(3'x0.148°);OR TOE NAIL CONNECTION CRITERIA ALLOWABLE DEFLEGTION OF STRUCTURAL MEMBERS AS PER 4-I0d BOX (3 X0.!28),OR 6 12 ERIAL MINIMJM THIGKCS_ FIGURE FASTENERS SPADING TABLE 8301.7 - - XO.I2O") NAIL � ROOF RAFTERS TO RIDGE,VALLEY OP HIP RAFTERS OR ROOF RAFTER5 TO MINIMUM 2" RIDGE BEAM 3-Ibd BOX (3 L5 FOR 31: 1 inch = 25.4 mm, I foot - 5048 mm, I MILE PER HOUR D0 ORMm/5 12ks - 5 MPa EXTERIOR SHEATHING PER STRUCTURAL MEMBER ALLOWABLE e I a � X0.135') OR 2-16d COMMON(3 Y2"XO 162');OR TOE NAIL TABLE 8602.3 (3) 6 EDGES 12 FIELD DEFLECTION 3-Iod BOX(3"X0.128");OR o. NAILS ARE SMOOTH-GOMMON,BOX OR DEFCRMED SHANKS EXCEPT WHEc_ OTHERWISE STATED. NAILS USED FOR FRAMING AND SHEATHING GG-NSP 5-5"XO 131" NAILS GONNEGTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD S71RENG-"5 AS 5HOJNN: eC <51 FOR SHANK DIAMETER OF 0.I012 INCH (20d CONTINUOL^'_" SHEATHED 3/811 RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 fl) WALL COMMON NAIL), 90 <51 FOR SHANK DIAMETERS LARGER THAN 0.142 INC BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANE_ INTERIOR SHEATHING PER WITH NO FINISHED GEILING ATTAGHED TO M DIAMETERS OF 0.142 INCH OR LESS. TABLE R602 3 (1) or R602.3 (2) VARIES BY FASTENER RAFTERS bd GOM .ON(3 Y2"X0.162") 24" C„L, FACE NAIL Q r b. STAPLES ARE I6 GAGE WIRE AND HAVE A MINIMUM 1116-INCH ON DIAMETER GROWN WIDTH a 57UD TO STUD(NOT AT BRACED WALL PANELS) c. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES O".CENTER AT ALL SUF�'CRTS WHERE SIANS ARE 48 INCHES OR GREATER. ^, 3 XC.1 x".128);oR O INTERIOR WALLS AND PARTITIONS H/180 " I6" O.G. FACE NAIL d. FOUR-FOOT BY 8-FOOT OR 4-FO07 BY Q-FOOT PANELS SHALL BE APPLIED VERTICALLY. � 31") NAILS r FLOORS L/36o N e PAGING OF FASTENERS NOT INCLUDED IN THIS TAT' SHALL BE BASED ON TABLE 8602.3 (2). !- I6d BOX(3Y"X0.135");OR f. WHERE THE ULTIMATE DESIGN WIND SPEED Is 130 "SPH OR LESS, NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO � GS-Gbc Z # STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.G. FACE NAIL GABLE END WALL FRAMING G SHALL BE SPACED INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN 130 MPH, CONTINUC'JSLY SHEATHED GEILING WITH BRITTLE FINISHES (INCLUDING L/360 l Q NAILS FOR ATTACHING PANEL ROOF 5HEATHIN'-5 TO INTERMEDIAT_ SUPPORTS SHALL B= BE SPACED 6 INCHES ON CENTER FOR MINIMUM 48 INCH 3/811 SEE METHOD C,5-W5P SEE METHOD C,5-W5P PLASTER AND STJGGO) < v CORNERS(AT BRACED WALL PANELS) - O WOOD STRUCTURAL PANEL bd COMMON(3)2"XO'. 2") 6" O.G. FACE NAIL g15TAN GYPSUM FROM RIDGES,EAVES AND GABLE END WALLS;AND c INCHES N GEN`ER IN GABLE END WALL FRAMING. T ADJAGOP IN GARq>_ CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 -� o BUILT-UP HEADER(2" TO 2' HEADER WITH Y2" SPACER) 2 h. SPAGIN6 OF FASTENERS ON COR SHEATH NG EDGES AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING 0F'ENINGS bd COMMON r 'X0.162") 6"O.G. EACH EDGE FACE NAIL SHALL CONFORM TO ASTM G 208. GYPSUM BOARD) Z F'�LIE5 TO PANEL EDGES SUPIORTED BY FRAMING MEMBER5 AND REQUIRED Q Ibd Bo`" ,3:2'X0.135") 12 O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROC= SHEA-HIND PANEL EDGES A-ILIES TO PANEL EDGES ALL OTHER STRUCTURAL MEMBERS L/240 O } SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING O1 ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO Z _-56 BOX(2 Y2"X0.113'9;OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REa'JIRED BY OTHER PROVISIONS OF THIS GORE. FLOOR PERIMETER SHALL BE EXTERIOR WALLS - WIND LOAD` WITH PLASTER OR H/360 II CONTINUOUS HEADER TO STUD 4-8d COMMON(2 Y2"XO 131"),OR TOE NAIL SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. G� FF 5T000O FINISHES 4-I0d BOX (3"X0.128" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SGHEDULE , PROVIDE TWO TOE NAILS O GCNTINUOL' ._Y SHEATHED 7 ° SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 _ 1_ ON ONE SIDE O THE RAFTER AND TOE NAILS FROM THE GEILING JO'ST TO TOP =LATE IN ACCORDANCE WITH THIS SGHEDULE THE TOE NAIL ON �6 V THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Z PORTAL FRAME EXTERIOR WALLS - WIND LOADS` WITH OTHER H/240 } ut u d w o Ibd COMMON (3 Y2"XO 162") 16" O.G. FACE NAIL lfl w H N V w F1 121 BRITTLE FINISHES o o z 11 n 12 TOP PLATE TO TOP PLATE Od BOX (3"X0.128");OR Q 1!y ut a iii}H w O O O 3"X0.131") NAILS 2° o.0 FAGE NAIL TABLE R�02.11 RAFTER OR TRUSS UPLIFT CONNEGTI ON FORGES v I Y2" Ion x 0.12 dia. EXTERIOR WALLS - WIND LOADS` WITH FLEXIBLE H/120d QQ i T u oo-T a w v FINISHES. Ill�H D, w z w 8-I6d COMMON(3 �"X0.162");OR FACE NAIL ON EACH SIDE OFg,b G d e f q h (for Y2" thick sheathing) 010 )_ s K p 12-Ibd BOX(3:2"X0.135");OR END JOINT(MINIMUM 24" LAP FROM WIND (ASD) (FOUNDS FER CONNECTION) 1 d X211 or 2552" for 13/4" long X 0.12 Clio a �-01 O_j-1 6 Q~0� �- 3 DOUBLE TOP PLA'I'T aFLICE GS-SFB (for 25/32" thick sheathtn ) 3" EDGES 6" FIELD LINTELS SUPPORTING MASONRY VENEER WALLS L/600 F z F Q V z O$ M 2-Cal BOX (3"X0.128'),OR SPLICE LENGTH EACH SIDE OF EXPOSURE B CONTINUOUSLY SHEATHED n10X111tUY1' 6 12-3"X0.131" NAILS END JOINT) STRUCTURAL FIBERBOARD F1 n n1galvanized roofing Halls o� 8d common NOTE: L=SPAN LENGTH, H=SPAN HEIGHT ut 1Z��' ~w~N M Tt Sam SUCH S OG In (2:2" long x 0.131" &o)nails 1 7)o 1-1. ?w N Q ULTI, A _ DES.GN, WIND _ED Vul„ (mph) p g a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS ��Wo u'd o O 1,Q o W RAFTER OR ROOF SPAN 30 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN Q z-u-I z o x v z V TRUSS SPACING (FEET) AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS IY w- Q- W V ROOF PITCH ROOF PITCH FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0175 rad, I pound per square foot=47.8 N/mZ, I mile per hour = 0.44"1 m/s. OBTAINED FROM THE TABLE 8301.2(2). '� Q n Dow- V O) Ibd COMMON(3 Y2"x0.162°) 16" O.G. FACE NAIL <5:12 >5:12 <5:12 >5:12 a. AdN wive attachment of Kel I sheathing including Method GB, shall not be permitted in Seismic Design Gategories G, Do, D1 and D2. b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE 01 ;T z Q w ll- o w b. Applies to panels next to garage door opening where supporting gable and wall or roor load only. Shall only be used on one wall THE LENGTH OF THE CANTILEVER. z Q o Q w�z Q o 4 BOTTOM PLATE TO JOINT, RIM J015T,BAND J015T OR Ibd BOX(3Y�'X0.135");OR 12 q5 X30 122 113 of thf: Curage. In Se151"lic De51gn Categories Do, DI, and D2 roof Covering dead load sha',I not exceed 3 psF. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED N Q 01`;;Il z w�o Q o m BLOGKING (NOT AT BRACED WALL PANELS) 3"X0.131") NAILS 12" O.G. FACE NAIL 8 122 12 15 7 146 N III w> Q*tL a 0 c. OC Oge openings acjacent to a Method GS-G panel shall be provided with a header in accordance with Table 8602.5 (1). A full ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO zo>> d N 24 .4 137 2 118 0 �w Q li0 3-Ibd BOX (3 Y2"X0.135");OR 5 EACH 16" O.G. FAGE NAIL 28 16-7 155 216 200 heig'r; clear opening Shall not be permitted to a Method C,5-G panel. GCVER5, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS d v u 1QA -�O W 15 BL00 NG (AT TO -JOINT, WALL JOIPANST, )AND JOIST OR 24_I6doCOMMON 1!31 r' AI ks Y2"XO.I62');OR EACH 16° OC. FACE NAIL EACH Ib" Or.. FACE NAIL12" O.G. 52 85 70 240 222 d. M,thod GS-SFB does not apply in Seismic Design Categories Do, DI , D2. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF 0In II_ � II_o zW 56 203 186 264 244 e. M ahod applies to cetached one and two-family dwellings in Seismic Design Categories Dothrough D2only. GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED 1`;N w w V Qd 4-8d BOX (2 °xo.u5');OR 42 250 2i i 500 278 L/175 FOR EACH GLAS5 LITE OR L/60 FOR THE ENTIRE u d p'0 u w s 3-I6d Box (5/2"X0.135');OR 48 25b 256 536 311 LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. OILWT p ai 6�w 4-ad COMMON(2 Y2"x0.13119;OR TOE NAIL 12 126 117 162 150 FOR 5ANDWIGH PANELS USED IN ROOFS OR WALLS OF 0 N 0 o z Ll o' o 4-10d BOX(5"x0.128^);OR 8 62 140 2001 Iq4 TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY GONSERVATION CODE SUNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD z 24 Ia8 182 55 237 o 6 TOP OR BOTTOM PLATE TO 5TUD 4-3" X 0.131 NAILS 2 DEFLECTION SHALL NOT EXCEED L/120. Q w z p-T u 0 Z 3-I6d BOX (3 (5 Y0 `5');OR 28 222 265 287 266 EQUIVALENT U-FACTORS d. DEFLEGTION FOR EXTERIOR WALLS WITH INTERIOR GYP5UM 1�'= �'~LI z 1Y W Q 2-I6d COMMON (3 Y2"XO 162"),OR END NAIL 6° O G O Q= Q�lli K QA. p7 32 246 226 31a 2q5 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE W. il O 3-1oa Box x0.12a ;OR Wl3n' 36 270 247 351 325 DEFLECTION OF H/180. 3-3"xo.13r' NAILS 42 306 1 281 311 370 CLIMATE ZONE FENESTRATION SKY_IOHT GEILING FRAME WALL MASS NAI-L FLOOR BASEMENT WALL CRAWL SPACE e. REFER TO 5EGTION 8703.8.2. 3-I0d BOX (3"xo.I2a'7,OR 48 343 514 447 414 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS2-16d COMMON (3 Y2"X0.162');OR U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE x 1 -3"X0.131' NAILS FAGE NAIL EXPOSURE G 5-5d Box(2 2"xo.l15');OR ULTIMATE DESIGN WIND SPEED \/ult (mph) �} 0.32 0.55 . 0.026 0.060 0.�>d8 0.047 0.054 0.065 , 2-ad COMMON(2 Y2"X0.131'9;OR 18 " BRACE TO EACH STUD AND PLATE 2-Iod Box(311XO 128");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph 2 STAPLES 13/4" TRUSS SPAGIN6 (FEET) 5-cd Box 2 "XOJIE° ;OR ROOF PITCH ROOF PITCH 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 2-8d COMMON(2 Y2"X0.13111);OR la " X b" SHEATHING TO EACH BEARING 2-10d BOX(3"X0.128');ORFAGE NAIL <5:12 >5:12 <5:12 >5:12 - - AS MAX. AS MAX. 2 STAPLES, I"CROWN, Ibgo.,l s/4" LONG 12 161 151 ;d15186 PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. 3-ad BOX(.2 2"x0.113°),OR l8 208 115 257 242 3-ad COMMON(2 Y,2 131");OR 24 256 251 317 2018 3-Iod BOX(311XC.12a");OR 28 280 2601 358 535 3 STAPLES, I"GRowN, 16ga,I 314" LONG 12" O.G. 32 321 2011q 5qb 575 TABLE: 8402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE H q) 20 1" X a"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X a" FACE NAIL 56 553 52q 438 411 Z 4-ad BOX(2 "X0.113");OR 42 402 375 4qa 468 INSULATION AND FENESTRATION REQUIREMENTS BY GOMPONENT aL 3-ad COMMON(2 Y2"x0.131");OR 48 450 420 560 524 IY 5-Iod BOX (5°x0.128");OR 12 214 201 265 247 4 STAPLES, "GROWN, Ibga.,1 3/4" LONG 18 277 2501 342 522 GLAZED FLOOR 24 340 518 422 5016 CLIMATE ZONE FENESTRATION SKY_IOHT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE DRAWL SPACE 4-5d BOM(2 J"Mo.1139;OR 28 384 358 476 4a b'e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE & DEPTH WALL R-VALUE p V U- o�2 R I U-FkGTOR SHGG i c d e 3-3X 0�31M�AILSY2"X0.131");OR � �.^a Sq8 521 ! '6 -- -. --- ---- ----- -- -, 16 O.G. 21 JOIST TO SILL,TOP PLATE OR GIRDED: D2 27 3-Iod BOX(3"X0.128");OR TOE NAIL 36 46 430 583 U�7 �10 4 .55 0.40 _ 4d 20 OR 8113 ICI 10 CONT. OR 10 / 2FT. 10 DONT. OR ~ ad BOX(2 "XO.113'9 4" O.G. TOE NAIL 42 5J5 1 664 622 ( 13 + 5 h 13 GAVITY 15 GAVITY O 48 5001 551 745 6017 13 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON O Y2"XO.I31");OR 20 CR IO / 2FT. 22 S CONT. OR 5 CONT. OR _ 128");OR 6" O.G. TOE NAIL �j C.�JO 6,55 NR 4�f 13/17 AJC g - 4 QT'- _ Ip GAVITY IG GAVITY PLATE (ROOF APPLICATIONS ALSO) Iod BOX (3"XO 3"X0.131" NAILS FOR SI: INCH = 25.4 mm, I FOOT - 304.8mm, MILE PER HOUR- O=z7 m/s, 3 + `� h In m c-ad Box .2 "Xo.I1s ,OR s AS MAX. AS MAX. 2-ad COMMON(2 Y2 X0.131"),OR POUND =0.454kg, POUND PER SOUARE FOOT 7. N/m I pf 4 6 N/m a N N 23 I" X 6" SUBFLOOR OR LE55 TO EACH JOIST 3-Iod BOX (3°x0.I2a);OR PRO. OSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. <Y N FACE NAIL -V I.F. -V.I.F. Q 2 STAPLES, 1"GRONN, Ibecij 3/4" LONG a. THE UPLIFT GONNEGTION FORGE5 ARE BASED ON A MAXIMUM 55 FOOT MEAN ROOF N HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPC3Ur-tE D, THE UPLIFT REFER TO CODE BOOK FOR SUPPL=MENT LETTER FOOT NOTES 24 3-1('d BOX (3/2'X0.135');OR SUBFLooR To Jo15T oR GIRDER 2-168 COMMON(3 Y211x0.162") BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPCSI.'"27 G PORTION OF THE TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DES 6N WIND SPEED. THE 25 2" PLANKS (PLANK it BEAM- FLOOR it ROOF) 3-Ibd BOX(3:2'X0.135");OR AT EACH BEARING, FACE NAIL ADJUSTMENT CM OEFFICIENTS IN TABLE R50I.2(5) SHALL NO- Rn USED TO ULTIPLY 7. THE TABLE R502.1 2-I6d COMMON(3 Y2"X0.162") TABULATED FORGES FOR EXPOSURE G AND DOR FOR Tl--_ OTHER MEAN ROOF FLAGEMENT OF LAG SCREWS AND BOLTS IN DECK LEDGERS AND BAND -JOISTS � � 3-16d COMMON(3 "XOJ62") HEIGHTS. 26 BAND OR RIM J0157 TO JOIST 4-I0 B0x (3"x0.128°);OR b.THE UPLIFT GONNEGTION FORGES INCLUDE ANI ALLOWANCE FOR ROOF AND GEILING 4-3"x0.131" NAILS ;OR END NAIL MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROW5 4-3"M 14go. STAPLES,a', oFoNN A55EMBLY DEAD LOAD OF 15 PSF. NAIL EACH LAYER A5 FOLLONT G. THE TABULATED UPLIFT CONNECTION FORGES ARE L_,v"TED TO A MAXIMUM ROOF TOP EDGE BOTTOM EDGE ENDS ROW SPACING 20d COMMON (4"XO.IG2"),OR 52" O.G. AT TOP AND BOTTOM OVERHANG OF 24 INCHES. AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES Sl- ALL 57 PERMITTED TO BE LEDGER` 2 INGHE3d 3/4 INCH 2 INGHESb 1 5/5 INGHESb 24" o.G. FACE NAIL AT TOP MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LCC-A-ED W'T IN 8 FEET OF BUILDING c od BOX (3"X0.128");OR u l BAND JOIST 3 b 5 b AND BOTTOM STAGGERED ON 27 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBER LAYERS 3"X0.131" NAILS /4 INCH 2 INCHES 2 INCHES I /g INCHES ` LU OPPOSITE SIDES CORNERS. I v AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 A'Nt7 GREATER PITCH, THE TABULATED 2-2Cd COMMON(4"XO.IG2');OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMIT7= TG BE MJLTIPLIED BY 0.70. TH15 FOR L I INCH=25.4 MM 7 3-lOd BOX(3"X0.128');OR AT EACH SPLICE a. LAG SCREWS OR BOLTS SHALL BE STAGGERED FF-')M THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE G 3-3"x0.131" NAILS REDUCTION SHALL NOT BE OMD BNCWITH AN'-' OTHER REDUCTION IN TABULATED b MAXIMUM 5 INCHES JLJI--11 FORGES. c. FOR ENGINEERED RIM JOISTS,THE MANUFAG71L)RER'5 RECOMMENDATIONS SHALL GOVERN. - 4-I6d BOX(3 �"XC.1359,OR f, FOR WALL TO WALL AND WALL TO FOUNrATION CONNECTIONS, THE UPLIFT 0. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LA6 SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R507.2.10). 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON (3:2"X0.162");OR AT EACH JOIST OR RAFTER, GONNEGTION FORGE SHALL BE PERMITTED TO BE REDUCED 5' 60 plf FOR EACH FULL O 4-Iod BOX(3"X0.128");OR FAGE NAIL O ^ , 4-5°X0.131 NAILS WALL ABOVE. TABLE R&O2.10.5 201 BRIDGING OR BLOCKING TO JOIST U,I 1/' 2-Iod (3"xo.12a") cr 2-ad common g. LINEAR INTERPOLATION BETWEEN TABULATEDr- Sa ROOANS AND WIND SPD EES MINIMUM LENGTH OF BRACED NALL PANELS J-L_I Z EACH END,TOE NAIL (2 Y2" x 0.131";or 2-3" x 0.I3I') nails SHALL BE PERMITTED. � \ h. THE TABULATED FORGES FOR A 12-INCH ON CENTER Sc'ACING SHALL BE PERMITTED METHOD MINIMUM LENGTH TO BE USED TO DETERMINE THE UPLIFT LOAD !N POUNDS PER LINEAR FOOT (INGHE5) CONTRIBUTING JJ-J u ADJACENT CLEAR WALL HE15HT LENGTH \_ 1 OPENING HEIGHT (INCHES) TABLE 8602.3(3) (INCHES) 8 FEET 01 FEET 10 FEET II FEET 12 FEET LU WOOD FANEL WALL SHEATHING FASTENINO SGHEDULE ab` TABLE R50-7.2 C,5-W5P < 64 24 27 30 33 36 ACTUAL q) MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL SPAGIN6 ULTIMATE PE510-N WIND DECK LEDGER CONNECTION TO BAND .JOISTob v � -4- STRUCTURAL PANEL THICKNE55 STUD 5PAGIN6 SPEED V (MPH) l-D ulT (DESK LIVE LOAD=40 FBF, DECK DEAD LOAD= 10 PSF, SNOW LOA, <_ 40 ASF 51ZE PENETRATION PANEL SPAN (INCHES) (INGHE5) EDG-E5 FIELD WIND EXPOSURE CATEGORY O (INCHES) RATING (INCHES O.G.) (INCHES O.G.) --B-F C p JOIST SPAN _ 6d COMMON CONNECTION DETAILS v , 1.5 24/0 3/8 16 6 12 140 IIS 110 6' AND LESS 6' I" TO 8 a'I" TO 10 10'1 TO 12' 1 121 70 14' =z I" TO I6' Ib'I TO 18' (2.0"X0.113') ON-CENTER S-AGING- OF FASTENERS '^ ad COMMON 16 6 12 170 140 135 INCH DIAMETER LAG SCREW c,d NzJ (2.5"X0.131") 1.75 24/16 7/16 24 6 12 140 115 110 WITH 2' INCH MAXIMUM SHEATHING 30 23 8 IS 3 0 FOR SI: I Inch = 25.4 mm, I MILE PER HOUR = 0.447 m/s � INCH DIAMETER BOLT WITH� INCH 3 MAXIMUM SHEATHING d 36 36 34 29 24 21 19 a. PANEL STRENGTH AXIS PARALLEL OR PED:PENDIGULAR TO SUPPORT. THREE-PLY FLYWCCD SHEATHING WITH STUD SPAGIN6 MORE THAN 16" ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDIGULAR TO SUPPORT. INCH DIAMETER BOLT WITH -INCH 36 36 29 24 21 18 I6 Q b. TABLE BA5ED ON WIND PRESSURES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN AGGORDANGE WITH SECTION R3012. MAXIMUM SHEATHINGe LATERAL BRACING REQUIREMENTS SHALL BE: IN ACCORDANCE H17H SECTION 8602.10. FOR 51: 1 inch = 25.4 mm, I foot =304.8 mm, I pound per square foot = 0.04701 kPa c WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-16 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 o, Ledgers shall be flashed in accordance with section R703.4 to prevent water from contracting the house b a,id Joist. SPAN RATING PLYWOOD SIDING RATED 16 O.G. OR 24 O.G. SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING b. Snow load shall not be assumed to oct concurrently with live load. m WALL-16 AND PLYWOOD SIDING 16 O.G. SHALL BE USED WITH 57UD5 5PAGED NOT MORE THAN I6" ON CENTER. c. The tip of the lag screw shall fully extend beyond the inside face of the band Joist. (y d. Sheathing shall be wood structural panel or solid sawn lumber 1 e. Sheathing shall be permitted to be wood structural panel,gypsum board, fiberboard, lumber or foam sheo`..F. 1- Z Up to 1/2-inch thickness of stocked washers shall be permitted to substitute for up to 1/2-inch of ollawable (V 11 Z sheathing thickness where combined with wood panel or, lumber sheathing 0 O Z O Q N Q GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: ' GONDITIQN5 OF THE GONTRAGT FOR 2020 EGG OF NEW YORK STATE: TA�L� MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES " yN �"" FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION Rg05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS* AS PER ASCE CONSTRUCTION, AIA DOGUMEN7-201 TO BE A5 INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE GOMPLETED BY THE 7-16 - GRAFTER 3 TABLE G3.1 INSULATION THIGKNE55 IN INCHES BY PIPE SIZES 4/157 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN SHALL OBTAIN CERTIFICATE OF WITH 6" DUGT AND DAMPER EACH SIDE SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT ( sf) TEMPERATURE (F) UP TO I" UP TO 1.25' CIRCULATING MAINS AND RUNOUTS � / LOAD HEATED WATER NON-CIRCULATING RUNOUTS OG(UPANGY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY GAPAGITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. p 1.5" TO 2.0" OVER 2" `f E Cwt s NOT BE MADE WITHOUT WRITTEEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N 05 170-1150 05 1.0 1.5 2.0 TODD O EONNCT pELCL Y AUTHORIZATION BTHE ARCHITECT. 20 GFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: A771G OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 140-160 0.5 0.5 1.0 1.5 J�RCH THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATGH IGE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEA7HER-57RIPPED AND INSULATED TO A LEVEL EQUIVALENT TO 100-130 0.5 0.5 0.5 I.O REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per � INCH thickness) 0.55 TODD O'CONNELL, AIA AT THE GOMPLETION OF WORD:, THE DOORS TO CONFORM TO THE 2020 APPROPRIATE AIR-TIGHT ASSEMBLY (1/2 INCHES) (2.2) VALLEYS AND FLASHING. ROOFING 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE: ALL NYSEGG. FIREBOX TO BE COMPLETELY 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) WASTE MATERIALS, TOOLS, RUBBISH CONTRACTOR TO PROVIDE ALL WITH 0.5 CLEARANCE FROM ��L� Z: MINIMUM INSULATION THICKNESS FOR HVAC PIPES Suite 120 LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NEGE55AR1' FOR A GOMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR GHANaES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK 8 FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 BROOM GLEAN UNLESS OTHERWISE 4" NON GOMBU5TIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE P(631) 650-6666 SHALL R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING SUSPENSION SYSTEM 2.5 TYPESF(631)650-6667 SPECIFIED. THE CONTRACTOR BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: RANGE (F) 12" RUNOUTS I" AND LESS 1.25" TO 2" 2.5" TO 4" CARRY WORKMAN'S COMPENSATION GONSTRU(TION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH HEATING SYSTEMS C(516)658-0325 AND GENERAL LIABILITY IN5U'PANGE. THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED G O V E R I N G S, ROOF, AND WALL LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE 5HINGLE5 FOR CEILINGS, WALLS, AND FLOORS. GODE OFFICIAL, AN APPROVED THIRD PARTY SHALL IN5PEGT ALL LOCAL CODES AND ORDINANCES. THE COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 INSTALL TWO LAYERS OF TOWELED ON OWNERS APPROVAL PRIOR TO CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. 5FEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-in. 2.0 STEAM CONDENSATE GUARANTEE HIS WORK AND THE WORK S.5.G. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per inch thickness) (FEED WATER) ANY 1.0 1.0 1.5 2.0 OF HIS SUBGONTRAGTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A, 5, AGA. FIBERBOARD 1.5 COOLING SYSTEMS PERIOD OF ONE YEAR AFTERTESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE ", GOMPLETION OF THE PROJECT UNLESS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION POLYSTYRENE FOAM C. GRILLED WATER, REFRIGERANT 201-250 .O 1.51 1.5 2.0 :. FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST OTHERWISE 5PEGIFIED. ALL WORK EDGE OF FOOTING. SHALL 8E INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5 AND BRINE 120-200 0.5 I.O I.O 1.5 k. 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING ' SHALL BE PERFORMED IN FIRE BLOGKING BY JOHN MANVILLE OR APPROVED IDENTIFIED SO THAT THS GO�PLIANGE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per 1/8-in. THICKNESS) 0.4 ACCORDANCE WITH GOOD BUILDING FIRE BL.OGKING SHALL BE PROVIDED, EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND { .. EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. RIGID INSULATION, I/2-in. 0.75 �• ,. .�. PRACTICES. THE CONTRACTOR SHALL A5 PER SECTION 8502.13 OF THE EXHAUST PIPES INSTALLED GONTINUOUS TO THE OUTSIDE R301.2.2. FROTEGTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN WARM SIDE. PROVIDE 11/2" RIGID -MANUFAGTURER MANUALS FOR ALL SKYLIGHT, METAL FRAME, " WIRE GLA55 8,p INDEMNIFY AND BOLD HARMLESS THE RESIDENTIAL (ODE OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. jr OWNER, ARCHITECT, AND THEIR 5� T R405.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND -1LTER WOOD SHEATRING (PER INGR TRIGKNESS) 3.O GLAZED OFENING PROTECTION FOR NINDBORNE DEBRIS SHALL MEET THE STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND ERVIGE WA ER AGENTS AND EMPLOYEES FROM AND DRAFT OPENINGS (BOTH VERTICAL TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1-1ci6 AND ASTM E 1886 A5 i AGAINST ALL CLAIMS, DAMAGES, MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING LOSES AND EXPENSES, INCLUDING PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 8403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE -ESTED TO SINGLE-PLY SHEET WATERFROOFING MEMBRANE 0.7 STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) ATTORNEYS FEES ARISING OUT OF OR CONGEALED SPACES OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. RESULTING FROM THE PERFORMANCE EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE F L O O R F I L L EXCEPTION: I,() OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INGLUDING FURRED MARKED ON THE BUILDING PLANS OR THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH WOOD STRUCTURAL PANELS WITH A 7HIGKNES5 OF NOT LESS THAN '/6 INCH AND A m SPACES AT THE CEILING AND FLOOR GLA55 WINDOWS AND DOORS SPECIFICATIONS. 8.0 SUCH CLAIM, DAMAGE, L05S OR THE BUILDING THERMAL ENVELOPE. R SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. � EXPENSE (A) IS ATTRIBUTABLE-- TO LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION SAND, PEINCH 8.0 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE FURRED SPACES SHALL ALSO BE FIRE R3015 OF THE RESIDENTIAL CODE OF DUCT INSULATION: N BODILY INJURY SICKNESS, DISEASE 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, FER INCH 120 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE BLOCKED AT INTERVALS NOT NYS. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED FREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED Z OR DEATH OR TO INJURY TO OR PLENUMS FLOOR 5 AND F L O O R FIN 1 5 H E 5 EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SFEGIMED. ATTICS OR OUTSIDE THE BJILDIN6 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO DESTRUCTION OF TANGIBLE PROPERTY GLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC, OR QUARRY TILE (3/4-inJ RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH _ (OTHER THAN THE WORK ITSELF PLUMBING INSTALL GLASS UNTIL PROPER -RETURN DUG75 IN UNGONDITIONED R403.4: MECHANICALR SYSTEM PIPING INSULATION - CARRYING ON 1/2-in. MORTAR BED 16.0 EITHER TABLE R301.2(2) OR ASCE 7, WITH THE PERMANENT GORROSION-RESISTANT J INCLUDING THE L055 OR USE CONTRACTOR SHALL INSTALL WATER GLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105OF OR <55oF, INSULATE TO R-3 MIN. ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE RESULTING THERE FROM). (B) IS SUPPLY AND SANITARY SYSTEM AS SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-in.) BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE R301.2.1.2 15 PERMITTED FOR CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED 23.0 BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE Z NEGLIGENT ACT OR OM155ION OF THE SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-15. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF DESIGN WIND SPEED, 15 180 MPH OR LESS. CONTRACTOR, ANY SUBGONTP:AGTOR, ALL WATER PIPING TO HAVE TEMPERED GLASS. RLL GLASS DOORS -RETURN DUCTS IN UN( 2020 NYS RESIDENTIAL CODE CONCRETE FILL FINISH (PC-R INCH TRIGKNE55). I.O ONDITIONED ANYONE DIRECTLY OR INDIRECTLY GLEANOUTS AT ALL GHANGE5 OF, AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, -1/7-fn. 4.0 75LE R501 .2.I .2: NIND50RNE DEBRIS PROTECTION FASTENING m wp<wr ') o EMPLOYED BY ANY OF THEM, ORTHE MECHANICAL VENTILATION RATE SHALL BE NO GREATER SCHEDULE FOR WOOD STRUCTURAL PANELS o °Yz�",u; DIRECTION AND AT BASE OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPALT TILE, 1/4-In. 1.0 o ANYONE FOR WHOSE ACTS ANY OF VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION IS NOT REQUIRED ON THAN THEM MAY BE LIABLE REGARDLESS 0.01 X GFA + -1.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 FASTENER SPADING THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. iu w E w o�0 w z I] OF WHETHER OR NOT IT 15 CAUSED IN *GFA = GONDITIONED FLOOR AREA SLATE (PER mm THIGKNES5) 15.0 FASTENER TYPE 4 FOOT 6 FOOT d o 1° O/T K o MIN. 1/15 PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG w o w o PART BY A PARTY INDEMNIFIED PANEL SPAN < PANEL SPAN < PANEL SPAN a°Q w } SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 HEREUNDER. ALL MATERIALS, 8403.7: EQUIPMENT SIZING - PER AGGA MANUEL S, BASED ON <_4 FOOT <- 6 FOOT < a FOOT z FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND - '�a F- u Q SUBFLOORING, 3/4-in. ASSEMBLIES, AND METHOD OF DISH WASHER 1 1/2" WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. 3 O NO. 8 WOOD SGREW O(N W n o 7 O o W CONSTRUCTION INCLUDING BUT NOT KITGHEN SINK 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD JOIST (no plaster) 2-1n. 16-.n. BASED ANCHOR WITH 2 °z,~_j 0 u,r,u 0 LIMITED TO FORM-WORK, 8404.1: LIGHTING - A MINIMUM OF q0/ OF PERMANENTL p6 10 15 Q- _ N V ° J015T SIZES (in.) o.c.2 O.C.oC � INCH EMBEDMENT LENGTH z° W v LAVATORY I/4 TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), (LB�T) (La�T) w a* „o o,,,o�; BLOGK-WORK, FRAMING, NAILING, INSTALLED FIXTURES MUST HAVE HIGH-EFFIGIENGY LAMPS. i d N 1-°o n, d = O SHOWER 2 PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR P w w p z d,- F- 2x6 6 5 NO. 10 WOOD SGREW °,r �z-:,D o U PLACING OF CONCRETE, ETC. ARE TO TOILET 3" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT BASED ANCHOR WITH 2 °Q o�Q",„ BE CAREFULLY SUPERVISED E3Y THE ALL SYSTEMS TO HAVE ONE 3" MAIN I5 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SEGTION R308- 2x8 6 6 16 12 of Q�,Q CONTRACTOR TO BE SURE TH1EY ARE ° w z> VENT STACK INCREASED TO 4" INCH EMBEDMENT LENGTH w w Q z Q o ro IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 6 �'�,);5 u,�°Q�t- IN ACCORDANCE WITH THE DR.AWING5, z o D �d <,n6" THRC'UGH THE ROOF. PROVIDE FROST THE MANUFAGTURER FOR A PERIOD OF AND LOGKING-TYPE LONGITUDINAL 2x12 0 a°�,n Qqn,-w SPEGIFIGATIONS, APPLIGABLE CODES PROOF HOSE-BIBS AS INDICATED ON 8 7 Y4 INCH LAG SGREW a° o o f z o o NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCT5 - EXGEFT AS INDICATED IN SECTION R308.1.1 EACH PANE OF o N N_ �o z w o AND GOOD PRAGTIGE. DEVIATIONS PLANS WITH EASILY ACCESSIBLE FRAME PARTITIONS ( sf) BASED ANCHOR WITH 2 I6 16 16 ,�*kn,un'Q a o o K TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2" N.e. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN w-wu,,yQ FROM THE DRAWINGS AND INCH EMBEDMENT LENGTH o v�w s IIIW°�a- O DRAIN DRAIN-GOGKS. THE WATER OTHERWISE. (500 PA.) SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 8.0 II 1:1_ -o z 5PECIFIGATION5 WILL NOT BE 0)IL N' °ui n w~ SUPPLY AND SEWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLASTERED !-wr--won�wF:' u PERMITTED WITHOUT WRITTEN 4 0 N°w o o z_w°P o SYSTEM SHALL COMPLY TO THE 10 FEET OR IN AGGORDANGE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE z;"��NQ 'N�°z M AUTHORIZATION OF THE ARCHITECT. APPLIGABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE IN THE FINAL FRAME WALL 5 �,n }Q z o DESIGN WIND SPEED AND A 33 FOOT MEAN ROOF $„_j°d U 0$° z THE CONTRACTOR SHALL BE EXTERIOR STUD WALLS: t z�of z a N w RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, HEIGHT. ��-� d- nQ= <PP, w REGULATIONS. APPROVAL OF ALL THE FOLLOWING 15 INGLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED, OR BEA DRAWINGS WHICH MAY BE NEEDED. 2x4 16-in., 5/8-in. GYPSUM, b. FASTENERS SHALL BE INSTALLED AT OPPOSING d z N * o ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOLT BEING 11.0 Q d o o�o° p APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REOUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE INSULATED, 3/8-in. SIDING ENDS OF THE WOOD STRUCTURAL PANEL. ARE TO BE FIELD VERIFIED. PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 (9 I6-in., 5/8-in. GYPSUM, FASTENERS SHALL BE LOCATED NOT LESS THAN GONTRAGTOR TO REMOVE INSULATED, 3/8-in. SIDING 12.0 INCH FROM THE EDGE OF THE PANEL. � } ' RELOCATE AS REQUIRED ALL ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A 8508.4 HAZARDOUS LOCATIONS - THE LOGATIONS SPECIFIED IN G. ANCHORS SHALL PENETRATE THROUGH THE EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR IS THE INTENT OF THESE MEANS FOR BALANGING AIR AND SECTIONS 8308.4.1 THROUGH 8308.4.7 SHALL BE CONSIDERED EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 TO BE EXTERIOR WALL COVERING WITH AN EMBEDMENT WITH NEW GON5TRUCTION. OWNERS APPROVAL. IN THE EVENT 5PEGIFIGATION5 TO PROVIDE A WATER SYSTEMS, SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING LENGTH OF NOT LESS THAN 2 INCHES INTO THE THAT THE OWNER GHANGE5, THE GOMPLETE FINISH. ALL PAINTED 8308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLA55, FRAME AND SASH 8.0 BUILDING FRAME. FASTENERS SHALL BE LOCATED CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE SITE WORK OWNER FOR THE FULL IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST GON5IDERED TO BE A HAZARDOUS LOCATION 4 IN 3q•0 CONCRETE BLOCK OR CONCRETE. STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE AGGEPTABLE. ONE THERMOSTAT GAPABLE OF 8308.4.2- GLAZING ADJAGENT TO DOOR- GLAZING 15 LESS THAN 60 8 IN 7q.0 LICENSED SURVEYOR. STAKING AND GHANGED UNIT. INTERIOR WOOD SURFAGES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN 115.0 d. PANELS ATTACHED TO MASONRY OR LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFAGES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN 155.0 MASONRY/STUGGO SHALL BE ATTACHED USING AND BENCHMARKS. VERIFY ALL GIVEN HVAC DOORS, FRAMES, TRIM AND BASES, THE LARGEST ZONE. - GLAZING 15 WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHES: VIBRATION-RESISTANT ANCHORS HAVING AN DATA ON DRAWINGS. IN CASE OF ALL EXISTING MECHANICAL WORK TO ONE GOAT WOOD FILLER OR STAIN -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHES THICKNESS (IN INCHES) 4 6 8 10 1 12 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS to 0 DI5GREPANGY, RECEIVE BE ALTERED AND INSTALLED INDENSITY OF UNIT (105 PGF) THAN 1,500 POUNDS. Z j AND TWO GOATS MGKLUSKY'S ELEGTRIG SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF CONFORMANCE WITH ALL APPLIGABLE W CLARIFICATION FROM ARCHITECT EGGSHELL FINISH NON-YELLOWING -SEPARATE ELEGTRIG METERS ARE AN IN-SWING DOOR No GROUT 22. 24.0 31.0 37.0 43.0 V_ PRIOR TO PROCEEDING. EXCAVATE CODES, RULES AND REGULATIONS. < POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. 8308.4.3- GLAZING IN WINDOW O AND BACK FILL FOR WORK INDICATED THE HVAC SUBGONTRAGTOR SHALL GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN d SQ.FT. (GROUT SPACING) VISIT AND EXAMINE THE PREMISES 50 v ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LESS THAN 115" ABOVE THE FLOOR 48 IN. O.G. 2q.o 38.0 47.0 55.0 „ AS TO FULLY UNDERSTAND ALL D W-IE `ER z z OBTAINED FROM STRIPPING DRIVEWAY 52 IN. O.G. 30.0 40.0 4q.0 57.0 EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING IS MORE THAN 36 " ABOVE FLOOR AND REFLECTIVE WHITE � v CONDITIONS PERTAINING TO HIE) WORK, 32 IN. O.G. 32.0 42.0 52.0 61.0 O QL AND BUILDING SITE. STOGKPIL.E ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBJSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36', MEASURED ANY DIFFICULTIES OF HIS WORK TO BE 24 IN. O.G. 34.0 46.0 57.0 67.0 F Q EXCAVATED MATERIAL. NEW AND EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING THE CONSTRUCTION TYPE REPORTED TO GENERAL 16 IN. O. G. 40.0 53.0 66.0 7q.0 EXISTING BAGK FILL MATERIAL AND ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 308.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 75.0 c15.0 115.0 DESIGNATION SHALL BE W W O GONTRAGTOB.THE HVAC „ � IL IL 7OP501L ARE TO BE FREE OF WEEDS, GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE II', ill ', 'IV , OR V' TREE ROOTS, ROGK5 AND DEBRIS. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR CHARGING AND ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN TO INDICATE THE CONSTRUCTION ALL SURPLUS MATERIAL THAT IS QUALITY PITTSBURGH, PRATT $ CONSTRUCTION FROVI51ONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND CLASSIFICATION OF THE UNSUITABLE FOR BAGK FILL MATERIAL STARTUP OF THE SYSTEM. ALL load OTHER STRUCTURES -ASGE7-16 STRUCTURE UNDER IBC Q N 0 MGKLUSKYS, OR APPROVED LAMBERT DUTCH BOY. GABOTS, BUILDR BUILDING GODS OF NEW YORK STATE, SURFACE different dead SHALL BE REMOVED FROM THE SITE. EXIS INC THERMOSTATS LOCATED IN WALLS TO BE DEMOLISHED SHALL BE values for differ (PGF) SECTION 602- O EQUAL. THE RESIDENTIALW 8 CODE OF NEYORK - 308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING PROTECT ALL TREES WITHIN EIGHT CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN N - RELOCATED WITHIN THE GENERAL SOLID CONCRETE MASONRY UNIT WYTHES: FEET OF THE BUILDING. PROFFER AREA. ALL THERMOSTATS NEW AND SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLIGABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHES THIGKNES5 (IN mm) 4 6 8 10 12 APPROVALS MUST BE OBTAINED FOR ARCHITECT'S AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS REFLECTIVE RED # EXIS-INC SHALL BE LOCATED AT 54" DENSITY OF UNIT (105 PGF) BEFORE COVERING ANY EXCAVATED APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE 32.0 51.0 6q.0 87.0 105.0 PANTONE # 187 !X } AFF. CONTRACTOR RESPONSIBLE FOR -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF) 38.0 60.0 81.0 102.0 124.0 WORK. ENGINEERING DRAWINGS. SEPARATE DENSITY OF UNIT (135 PGF) 50 4.0 87.0 110.0 1240 MECHANICAL PLANS AND GODS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING CONCRETE BLOCK INSTALLED AS PER SECTION R702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN NE15HT5 OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR GOM PLIANGE TO BE DESIGNED AND PLASTER, ADD 5 Ib/ftp FOR EACH FACE PLASTERED. VALUES ALL CONCRETE BLOCK 15 TO HAVE THROUGH 8702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM "OUR-O-WALL" REINFORCING EVERY PREPARED BY OTHER MEP DESIGN STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A DESIGNATION FOR STRUCTURAL THIRD COURSE. FILL TOP COURSEE FIRM AND SUBMITTED SEPARATELY WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. A5 CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. COMPONENTS THAT ARE OF REOUIRED AND REQUE5TED TRUSS TYPE GONSTRUC71ON 1 SOLID. MORTAR MIX TO BE ONE PART TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED TRUSS ��R®K� LU Z PORTLAND GEMENT, ONE PART LIME FRAMING AND ROUGH GARPENTRY BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE 1. FOR ALL WINDOWS AS PERLH PUTTY, AND 51X PARTS SAND, OR ONE _1015-5 RAFTERS AND STUDS SHALL ON CEILINGS UNLESS OTHERWISE 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R505.1 I Q PART MASONRY GEMENT AND THREE BE CONSTRUGTION GRADE DOUGLAS INDIGATED. FINISH JOINTS, J-BEADS. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R312.2 FLOOR FRAMING, INGLUDING FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRGULATING HOT WATER ' ' GIRDERS AND BEAMS PARTS SAND. MINIMUM HEIGHT- CEILING- HABITABLE SPADE, HALLWAYS AND ■ ■ "R" ROOF FRAMING WOOD SILLS AND WOOD IN CONTACT SHALL BE TAPED AND RECEIVE THREE PIPES TO THE LEVELS ON TABLE I. - IN DWELLING UNITS WHERE THE TOP OF THE SILL OF AN OPERABLE PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL BUILDING "FR" FLOOR AND ROOF FRAMING O CONCRETE WITH MASONRY SHALL BE ACO. ALL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING I5 LOCATED LESS THAN 24 INCHES ABOVE THE HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. STPNOAPDSANDWOES NO CONGRETE OR MASONRY WORK EXTERIOR SHEATHING SHALL BE 1/2 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A SAMPLE - T17Le 1a NYCRR PART 1265.4 SHALL BE DONE DURING GDX DOUGLAS FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES PLACE ENGINEERLD N000 PLACARD Z SUB-FLOORS TO BE 3/4" GDX METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS OR SURFACE BELOW THE EXTERIOR OF THE BUILDING ON OR.ADJACENT To LECTRicAL METER Box TEMPERATURES OF 40 DEGREES F. EXCEPTION: AND FALLING. NO CONCRETE SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: OPERABLE WINDOW THAT ARE PROVIDED WITH /IINDOW 1. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED Q BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH "TYVEK" HOUSE ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R32.2.2 FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF TRUSS DESIONATION SION Q ADDITIVES SHALL BE ALLOWEED WRAP OR APPROVED EQUAL. BLOGK THE LEVELS IN TABLE 2. NOT LESS THAN 5 FEET AND NOT LESS THAN 50 PERCENT OF WITHOUT WRITTEN PERMISSION OF THE STUD WALLS AT 1/2 STORY HEIGHTS ELECTRICAL 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL GGMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF SCALE: NTSlfl ARCHITECT ALL CONCRETE IS TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY WITH THE ASTM F201:70 N07 LESS THAN -7 FEET Q MIN. 3,500 P.5.1. AT 28 DAYS $ 4,000 PLYWOOD. PROVIDE SOLID BLOCKING NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET O Q PSI FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY COMPANY 1. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN SHALL NOT ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS GAPABLE SLEEVES AND FOUNDATION VENTS A5 JOISTS AT 8' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW JNIT TO OF BEING USED FOR ITS INTENDED PURPOSE O REQUIRED BY NYS CODE. UNLESS SOLID BLOCKING UNDER ALL CIRGUI75 SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION R510.2.1 ,,nn INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED FOOTINGS ARE TO BE A MIN. a3 DEEP ALL GAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN NOTE: PROJECTING 6 ON EACH SIDE OF THE AND NAILED BOTTOM GAP PLATED TO BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 FOUNDATIONS CHAPTER 4 DESIGN (� Z FOUNDATION WALL. PROVIDE TWO #4 END OF 571)D5. LAP GAP PLATES AT FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD 1� 3 DEFORMED BARS CONTINUOUS IN THE GORNERS. WHERE FLUSH FRAMING ALL 5WITGHED TO BE LOCATED 36" BEARING VALUES OF SANDY GRAVELI Q FOOTING. ALL 4" THICK GONGIRETE OCCURS, USE MIN. 16GA SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 LBS PER Q SLABS TO HAVE 6X6 10/10 WELDED JOIST HANGERS BY "TECO" OR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO WIRE REINFORGING. ANCHOR BOLTS IN APPROVED EQUAL. ALL CORNERS TO RECOMMENDED LAMPS IN ALL CONSULT ENGINEER IF DIFFERENT SOIL ' CONCRETE SHALL BE HOOKED 5/15" X BE MINIMUM 3/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND MATERIALS ARE FOUND UPON 12" AT MAX. 3' O.G. PROVIDE BITUMEN SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS TO BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE, FOR N N O W � NOTED ON PLANS. MINIMUM BEARING AND INSTALLED BY CONTRACTOR ALTERNATIVE FOOTING AND m r z � EXPANSION JOINTS BETWEEN _LABS FOUNDATION WALL DESIGN z AND FOUNDATION WALLS. FOR STUDS, JOISTS AND BEAMS SHALL �i ii 0 BE 5 1/2". USE DOUBLE JACK STUDS 5. FINISHES TO BE SUPPLIED z ■ FOR HEADERS OVER FIVE FEET IN BY OWNER NOTE: ALL NON-ENGINEERED LUMBER O W z LENGTH. TO BE DOUGLAS FIR #2 OR BETTER #� �Ll Q 3