Loading...
HomeMy WebLinkAbout50320-Z TOWN OF SOUTHOLD t . a 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#: 50320024 Date: 2/8/2 Permission is hereby granted to: Klei, Laurie _ __ m 1 Steers Ave _ _.......... .............. Northport,........NY.......1..1768.. ..........................................._ . .................�. ....................__.___ ........ m.... - To: Construct a new single-family dwelling with rear deck and HVAC system as applied for per SCHD approval. At premises located at: 540 The Greenway. East Marion _ .__ �...w SCTM #473889 Sec/Block/Lot# 30.-2-43 Pursuant to application dated 12/28/2023 and approved by the Building Inspector. To expire on 8/9/2025.11-1- Fees: /9/2025.m m m Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,398.50 CO-NEW DWELLING $100.00 Total: $3,498.5... 0 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 + Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitholdtowiiiiy.v-,o Date Received APPLICATION FOR BUILDING PERMIT ECCE U E7 For Office Use Only 50 2 gDEC 2t) , PERMIT N0. 32 0 Building Inspector, `J .r Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Town c Owner's Authorization form(Page 2)shall be completed. Date:02/06/24 OWNER(S)OF PROPERTY: Name: SCTM# 1000- MICHAEL ORLANDO 030.00-02.00-043.000 Project Address:540 THE GREENWAY EAST MARION, NY Phone#:516 238 3946 Email: M.ORLANDO@AOL.COM Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 CONTACT PERSON: Name:MICHAEL ORLANDO Mailing Address: 11 LIVINGSTON STREET BAY SHORE, NY 11706 Phone#:516 238 3946 Email: M.ORLANDO@AOL.COM DESIGN PROFESSIONAL INFORMATION: Name:TODD O'CONNELL Mailing Address: 1200 VETERANS MEMORIAL HWY STE. 120 HAUPPAUGE, NY Phone#:631 650 6666 Email: PERMITS@TOCARCHITECTS.COM CONTRACTOR INFORMATION:: Name: RUSH BUILDERS INC Mailing Address: PP 309 (SLIP, NY 11751 Phone#:516 238 3946 Email:M.ORLANDO@AOL.COM DESCRIPTION OF PROPOSED CONSTRUCTION New Structure E--]Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: [--]other $ Will the lot be re-graded? ❑Yes RNO Will excess fill be removed from premises? WYes 1:1 No 1 PROPERTY INFORMATION Existing use of property:VACANT LOT Intended use of property: RESIDENTIAL Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 I 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): L Autfor%zed Agent Owner Signature of Applicant: Gate. ' 0(# 2 STATE OF NEW YORK) SS: COUNTY OF 6UffOI-Y-j W&ME0 L being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the O `N 4Ef — (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 120 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, 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 Town Hall Annex " Telephone(631)765-1802 54375 Main Road ur��, Fax(631)765-9502 P. O. Box 1179 Southold, NY 11971-0959 rVV d BUILDING DEPARTMENT NOTICE OF UTILIATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION. Date: r2- -2 I —�_3 Owner: M � - d Location of Property: Please take notice that the (check applicable line): New commercial or residential structure .....- Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) mmm Floor and roof framing (FR) Signature: Name (person submitting this form): t- 1 7kt� Pte: ' ,v D(D Capacity( eck applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 Generated by Scheck-Web Software Compliance Certifct Project 540 The Greenway Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,886 ft2 Glazing Area 29% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 540 The Greenway Michael Orlando East Marion, NY 11939 Universal Realty 516-238-3946 universalrealtyli@aol.com Compliance: 7.2%Better Than Code Maximum UA: 500 Your UA: 464 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. Env!al0, e A55eMblies ------------- Ceiling: Cathedral Ceiling 1,680 30.0 0.0 0.034 0.026 57 44 Wall: Wood Frame, 16" o.c. 2,589 21.0 3.0 0.048 0.060 89 111 Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Door 1: Glass Door(over 50%glazing) 138 0.300 0.320 41 44 SHGC: 0.30 Window:Vinyl Frame 572 0.300 0.320 172 183 SHGC: 0.30 Basement Wall: Solid Concrete or Masonry Wall height: 10.0' 1,569 15.0 0.0 0.056 0.059 84 88 Depth below grade: 8.0' Insulation depth: 10.0' Door: Solid Door(under 50% glazing) 21 0.140 0.320 3 7 Window:Vinyl Frame 50 0.300 0.320 15 16 SHGC: 0.30 Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 12/19/2023 Name-Title Signature Date Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 2 of 10 CREScheck Software Version : REScheck-Web �(J Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the ""Comments/Assumptions" column is provided by the 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 Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID _ 103.1, eand ❑C s � 103.2 Cocumentlationd. drawingsomplies 4 d Does Not [PR1]1 energy code compliance for the building envelope.Thermal ❑Not Observable Eenvelope represented on []Not Applicable construction documents. , drawings103.1, Construction p 103.2, documentati ndemont t e ❑Do sNot a 403.7 energy code compliance [PR3]1 Slighting and mechanical systems. ;❑Not Observable ; j Systems serving multiple :❑Not Applicable dwelling units must demonstrate compliance with the IECCu FCommercial Provisions. a 302.1, Heating and cooling equipment is; Heating: Heating ;(lComplies " 403.7 sized per ACCA Manual S based r Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA J Manual J or other methods Btu/hrg� Btu/hr- approved Observable approved by the code official. i r 1❑Not Applicable ; v , " e Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact (Tier 2) 3 'Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 3 of 10 section 4 Foundation Inspection Plans Verified Field Valueerified, Complies? Comments/Assumptions qA V ReQ ...... 402.1.1 Conditioned basement wall R_ R- []Complies See the Envelope Assemblies [F0411 insulation R-value.Where Interior R- R-_ °111)Does Not table for values. Cpl insulation is used,verification bNot Observable may need to occur during Insulation Inspection. Not rlNot Applicable required in warm-humid locations in Climate Zone 3. 303.2 Conditioned basement wall [F0511 "insulation installed per 'E]Does Not �manufacturer's instructions. �E]Not Observable ;E]Not Applicable 402.2.9 ; Conditioned basement wall ft ft ;,E]Complies ;see the Envelope Assemblies [F0611 insulation depth of burial or :E]Does Not ;table for values. distance from top of wall. i :E]Not Observable !E]Not Applicable 303,21 A protective covering is installed []Complies (FOUIZ to protect exposed exterior TIDoes Not insulation and extends a �E]Not Observable minimum of 6 in. below grade. 11Not Appflcable 403,9 Snow-and ice-melting system "ElCornplies [F0I,2]� controls installed. "ElDoes Not `[-]Not Observable ENot Applicable Additional Comments/Assumptions: 1 IHigh Impact(Tier Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 4 of 10 section Plans Verified Field Verified # Framing / Rough-In Inspection Value Value Complies? Comments/Assumptions & Re .ID ._ ,_ _- ......�.._ .._........,.�.�.. � � �.. . ....,,,.n _..._.ww..._ -,� See the Envelo... ... 402.1.1, Door U-factor. U- l U ❑C'om l6es ; peAssemblies 402.3.4 a❑Does Not Gtable for values. [FR1]1 I P e❑Not Observable ❑Not Applicable 402.1.1, Glazing U factor(area-weighted `, U- U- UComplies ;See the Envelope Assemblies 402.3.1, !average). ❑Does Not Itable For values. 402.3.3, 402.5 F v❑Not Observable [FR2]1 s u❑Not Applicable e 303.1.3 U-factors of fenestration products I ❑Complies r [FR4]1 care determined in accordance '❑Does Not with the NFRC test procedure or ❑Not Observable r ;taken from the default table. ❑Not Applicable 402.4.1.1 :Air barrier and thermal barrier ;❑Complies [FR23]1 !installed per manufacturer's ❑Does Not instructions. r❑Not Observable l ❑Not Applicable 402.4.3 Fenestration that is not site built ',,[]Complies l [FR20]1 is listed and labeled as meeting ❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ;❑Not Observable x400 that do not exceed code ❑Not Applicable r limits. 40 .�_ 2.4.5 IC-rated recessed lighting fixtures, ;❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate :52.0 cfm ;leakage at 75 Pa. ❑Not Observable T❑Not Applicable u �.,...W ..._ .._ 403.3.1 ;Supply and return ducts in attics ❑ComP lies [FR12]1 `rinsulated >= R-8 where duct is '❑Does Not >= 3 inches in diameter and >= '041 R-6 where < 3 inches. Supply and ❑Not Observable x i return ducts in other portions of ;❑Not Applicable u „the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. 403.3.2 !Ducts, air handlers and filter l ]Complies [FR13]1 boxes are sealed with ❑Does Not �� !joints/seams compliant with !international Mechanical Code or '. /,/[:]Not Observable International Residential Code, as ;❑Not Applicable applicable. l 403.3.5 Building cavities are not used as E❑Complies [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable n 403.4 HVAC piping conveying fluids R- R. ;❑Complies [FR17]2 above 105 °F or chilled fluids l +❑Does Not g below 55 °F are insulated to >_R- oer 3 ; ';❑Not Observable i j 4 UNot Applicable g 403.4.1 (Protection of insulation on HVAC t❑Complies [FR24]1 opiping. ❑Does Not 4 Y 4 ENot Observable 'E]Not Applicable 403.5.3 Hot waterpip es are insulated to i R- R i❑Complies e [FR18] >R 3, ❑Does Not n r a f ar]Not Observable i o l ! r-(Not Applicable 1 I High Impact(Tier 1) 2Medium Impact (Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 5 of 10 Section Plans Verified Field Verified # Frarning Ro / ugh-In Inspecn tioComplies? Corn rnenn ts/Assum ptios & Re .1 Value Val 403,6 Automatic or gravity dampers are Elcomplies CFR1912 installed on all outdoor air CIDoes Not intakes and exhausts. ;[]Not Observable ONot Applicable L .................... Additional Comments/Assumptions: 2 Medium impact(Tier 2) m Low Impact Project Title: 5410 The Greenway Report date: 1211.8/23 Data Rename: Page 6 of 10 Section Plans Verified Field Verified # Insulation Inspection V Value Complies? Cornments/Assumptions & Re .10 ..... ........... flComplies .. ..... 30j�1 All installed insulation is labeled [IN13]2 or the installed R-values Does Not provided. ; Not Observable ]NotApplicable 402.1.1, Wall insulation R-value. If this is a R- R- T]Complies gsee the Envelope Assemblies 402.2.5, 1 mass wall with at least 11/2 of the I Wood 1 E] Wood arlDoes Not table for values. 402.2 jwall insulation on the wall El Mass E] Mass 4E]Not Observable (IN311 exterior,the exterior insulation [—I Steel n Steel T]Not Applicable :requirement applies(FR10). 303.2 ;Wall insulation is installed per ElComplies [IN4]1 manufacturer's instructions. 'F-]Does Not '[]Not Observable tlNot Applicable ................ Additional Comments/Assumptions: Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 7 of 10 Section P'" Plans Verified Field Verified # F__ nal Ins ection Provisions Value Value Complies? Comments/Assumptions &..R�... _ _ _..� ..�_ - _.,.-_ m ,.n_ ._� ...... ...... .. .. _ �..m... ..�......,..... 402.1.1, ;Ceiling Insulation R-value. ,I R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, r ± Wood ❑ Wood °❑Does Not ;table for values. 402.2.2, i + Steel 402.2.6 � Steel ❑ eeo❑Not Observable [Fill' , ❑Not Applicable u Y , � { p I I 4 G 4 ing lies 303.2 1 1 mallinsulation nufa turr's n tructions per p❑ Do sNot JF1211 Blown insulation marked every 300 ft2. ;❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies ; [FI22]z insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ;❑Not Observable s❑Not Applicable „ 402.2 �, .. —...._.. 4 kAttic access hatch and door , R- , R — ,❑Complies , [F13]' insulation >_R-value of the , u ,❑Does Not padjacent assembly. ° a � w r❑Not Observable ❑Not Applicable ........... — ❑Com lies 402.4.1.2 BloweTach inrCl mate Zones 2, n�5 ACH 50 = ACH 50 — p �IF11711 E❑Does Not <=3 ach in Climate Zones 3-8. " p❑Not Observable e r❑Not Applicable 403.3.3 1 Ducts are pressure tested to cfm/100 ( cfm/100 EComplies [17127]' !determine air leakage with ft2 ft2 r❑Does Not neither: Rough-in test:Total ,leakage measured with a k I ,❑Not Observable a ,pressure differential of 0.1 inch , ❑Not Applicable �w.g. across the system including i , [ o 0 o f Qthe manufacturer's air handler ,enclosure if installed at time of hest. Postconstruction test:Total u leakage measured with a F C ,pressure differential of 0.1 inch B �w.g. across the entire system ; 4 including the manufacturer's air [ , ,handler enclosure. 403.3.4 Duct tightness test result of<=4 ', cfm/100 cfm/100 ;❑Complies [F14]' ,cfm/100 ft2 across the system or , ft2 ftz I❑Does Not p <=3 cfm/100 ft2 without air , °❑Not Observable handler @ 25 Pa. For rough-in ° 9tests, verification may need to , ❑Not Applicable ;occur during Framing Inspection. [ I 403.3.2.1 aAir handler leakage designated 1 ❑Complies [F124]' by manufacturer at <=2%of ❑Does Not design air flow. I ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats `®Complies , [F19]2 !installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. a❑Not Applicable 403.1.2 upspumps. s Heat thermostat installed p [F1110]2 on heat pmNot w G „ ;❑Not Observable u ❑Not Applicable o 403.5.1 Circulating service hot water ❑Complies [FIll]z systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable x ❑Not Applicable I 11 11 High pedium Im act(Tier 2) 3 Imp .,t Hi h Im act(Ti(Tier 1) 2 p Low Im act(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 8 of 10 Section Plans Verified Field Verified Final Final Ins a ' ,sValue Value Complies? omPlies? Comments /Assumptions io._n..s & Rect D 403.6.1 'All mechanical ventilation system DComplies .w .- [F125]2 'fans not part of tested and listed '❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. i❑Not Applicable 403.2 Hot water boilers supplying heat E❑Complies F [F126]2 through one-or two-pipe heating '❑Does Not f systems have outdoor setback control to lower boiler water ❑Not Observable r :temperature based on outdoor ❑Not Applicable temperature. 1.1Heated circulation systems t)Comp [F128]2 -have cculationPmp.The ❑DoesNot system return pipe is a dedicated return pipe or a cold water supply >❑Not Observable pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls r 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 AI, ;❑Complies [F12 9]2 comply with IEEE 515.1 or UL 3❑Does Not 515. Controls automatically adjust the energy input to the '❑Not Observable r heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. ... ..AAs ..... _. ,.. , 403.5.2 Demand recirculation water ❑Complies t [F130]2 systems have controls that ❑Does Not manage operation of the pump ;and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable e piping to <= 1049F. 403 5.4 Drain water heat recovery units ❑Compbles [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. ..-. .......... 404.1 190% or more of permanent ,❑complies [F16]1 Mixtures have high efficacy lamps,, EDoes Not ❑Not Observable r❑N❑ ot Applicable 404. __..._.�,. 1.1 Fuel gas lighting systems have Complies [F123]3 no continuous pilot light. <❑Does Not t ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted„ ❑Complies [F17]2 ❑Does Not a ❑Not Observable 9 ❑Not Applicable 1 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename: Page 9 of 10 Workers' STAT Compensation CERTIFICATE OF INSURANCE COVERAGE sx��r Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW r 1.To be completed by NYS disability and Paid Family Leave benefits carrier or licensed insurance agent of that carrier gal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured H BUILDERS INC VINGSTON ST 6318413234 SHORE, NY 11706 Work Location of Insured(Only required ifcoverage is specifically limited to 1 c. Federal Employer Identification Number of Insured certain locations in New York State,%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 Listedas the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southold PO BOX1 179 3b. Policy Number of Entity Listed in Box 1a Southold, NY 11971 Z21348-000 3c. Policy Effective Period 9/8/2022 to 11/8/2024 4. Policy provides the following benefits: ❑Jc A. Both disability and Paid Family Leave benefits. ❑ B. Disability benefits only. ❑ C. Paid Family Leave benefits only. 5. Policy covers: ❑)c A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ❑ 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 11/10/2023 B 0Ve Date Signed disability and/or Paid Family Leavy benefits insurance coverage as de scr dab 9 _ ..........._ F � _A�Kt g j (Signature of insurance carrier's uthort d trc re•senikJvp 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 4B,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 513 of Part 1 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. D13-120.1 (12-21) 1111111111111111111111111111111111111111111111111111111111 /I 7-.0-0-kIN New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) D -r. n n n n n n 883134901 n!" 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 62472 02/02/2024 TO 02/02/2025 12/16/2023 THIS IS 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:/M/WW.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 STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 713182609 I I_�R Policy Number: Date Entered: 11/10/2023 DATE(MMIODNYYYI ACC)II' " CERTIFICATE OF LIABILITY INSURANCE 11/10/zoz3 THIS CERTIFICATE IS 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(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). CONTACT PRoeucER NAME Dynamic Coverage Inc F PHaN (631)369-6098 631)369-5889 18 Silver Beech Lane Ao- ' dc.Na•� E-MAILs3 iccovera ein com Baiting Hollow, NY 11933 ADDREINSURE �...,�. Beth @ I} n a sI'm. g�....,, .. _.. R(S)AFFORDINGCOVERAGE NAIL# INSURER A: Evanston INSURED Rush Builders Inc„ INSURER B: INSURER C: PO BOX 309 INSURER D: Islip, NY 11751 INSURER E: INSURER F; COVERAGES 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. IXR TYPE OFINSURANCE INy. WVD POLICY NUMBER PMMIOOrYYYY MM)DoNYYYY LIMITS py COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE F]OCCUR 3AA573292 6/6/2023 6/6/2024 PR,Em'sErS $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEHL AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 POLICY F_]JPE O- LOC PRODUCTS-OOMPIOP AGG $ 2,000,000 OTHER: S AUTOMOBILE L,IABIUS Y a Br.CbdSrtp $ ANY AUTO BODILY INJURY(Per person) -$ --- OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED CED AUTOS ONLY AUTOSSOONLY I S S UM BRELLA LIAR OCCUR EACH OCCURRENCE S _-CLAIMS-MADE ExcEssLIAB AGGREGATE $ DED RETENTION S $ WORKERS COMPENSATION STATUTE ER AND EMPLOYERS'LIABILITY Y 1 N ANY PROPRIETORIPARYNERIEXECUTIVE E L.EACH ACCIDENT S .,,... (MeiMrtoryInNH)ExcwoeD? El NIA E.LDISEASE-EAEMPLOYEE S Wdesorbe under IPtON OF OPERATIONS below I.E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be arAchad if more apace 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 '^y 1988-2015 ACORD CORPORATION. All rlghrts reserved,. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD RECEIPT SUFFOLK COUNTY GOVERNMENT DEPARTMENT OF LABOR, LICENSING,AND CONSUMER AFFAIRS ACTING COMMISSIONER JENNIFER CABRERA P.O. BOX 6100, HAUPPAUGE, NY 11788 (631) 853-4600 Today Date: 12/12/2023 Application: H-56308-REN01 , License#: H-56308 Application Type: Horne 1rnprove me��t License Renewal Receipt No. 516684 Payment Method Ref. Number Amount Paid Payment Date Cashier ID Comments Credit CaNd $400.00 12/11/2023 PUBLICUSER50669 . ,... ............ ........._...... ....... .. .........._-.-.........., .. .................. ._.............._.. Total: $400.00-. . Contact Info: RUSH BUILDERS INC DARIUSZ MROCZKOWSKI PO BOX 309 ISLIP, NY 11751 Work Description: " Suffolk County Dept,of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name DARIUSZ MROCZKOWSKI Business Name This cehkres that the Rush Builders Inc Iaearer is duty 1k rased License Number H-56308 by the County of srkttolk Issued: 01/05/2016 r «u ¢Mr Grrc Expires: 01/01/2026 OMMissioner 2018 IECC Energy Efficiency Certificate Above-Grade Wall 24.00 Below-Grade Wall 15.00 Floor 0.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): Dom Room= Window 0.30 0.30 Door 0.30 0.30 Heating System: Cooling System: Water Heater: Name: Date: Comments Se tion planVeri_fled.�,.m.�F:ield o�rifl_e..d� mP.�_e_s cen �.�.t. ��....�.._..�..��._.w_p _i .....s # Final inspection Provisions sVeri 303.3Manufacturer manuals �N�cPlie , [FfIB:)3 mechanical and water heating "FIDaes Not k systems have been provided;. �FiNot Observable []Not Applicable 1 Additional Comments/Assumptions:. 1 f l h Impact(Tier } 2 Pie lfcwm Impact('Tier 2 Low impact(Tier 3) Project Title: 540 The Greenway Report date: 12/18/23 Data filename; Page 10 of10 C) I N I I RESIDENCE— I I NOTE:CLEANOUT PUBLIC MUST BE INSTALLED ON WATER SEPTIC TANK INLET LINE AT FACE OF BUILDING. IF INSTALLED AT EXTERIOR _ 42.0 40.0 I I N66028'11 POOL 4ET L E 0E IT MUST BE TO GRADE. 44.0 / / � I N NCE 0.3'N / EQUIPMENT 44.0 290.88 Q x 4 O / 1 MON.FND. 71 _ 29.0 x 10, : 1,000 GA.' I PROP,WATER LINE / DRIVEWAY w� F I 1 _J--- Mo O GARAGE M tom. 'a a EL. 44.0 _ p -- 40.0 - ��-�\ EX ) }. ,` DW#1) . � I rq 1 Q ¢26 �. _ 44 -- I ) COVEREO 81 x8' ' w e ----- � PORCI9 Z g3 a // o 8"0x8" L.P. : / �, 2 STORY — .. Q C) I I LJJ tJ I— _ N DN ? WFFNO \, W ,/ ---- � L 2STHO Z .41.54 d4PIP I o INGROUND o ,� - -�^ -_ � R1M w w W r POOL � "� 1 40.0 1._. 8. � I Q 28S 32.0 2002. `, �0.50'� 5,5'I 1 4 _ 3t3K N ADW#2 _ ..::. p I PROP.WATER LINE p — in I Vv- - - - - * -- - - -IAI- - — W- - - � -µµWWW AoPG OP. GAS LINE . - ,.� .F . )NND. 290.86 x 28) x42 MON.FND. I x 9Q \42.0 S66028'11 0"W %Lb � I I •b 40.0 I 1 TH15 15 AN ARCHITECTS PLOT PLAN 4 15 SUBJECT TO LOT 105 VERIFICATION BY A LICEN5ED SURVEYOR. RESIDENCE- MAP OF"PEBBLE BEACH FARMS,SHEET 2" TEST HOLE (NOT TO SCALE) INFORMATION OBTAIN FROM 5URVEY PREPARED BY: PUBLIC FILED:JUNE 11, 1975 �McDONALD GEOSERVICES I 160" wide AJG SURVEYING 4 PLANNING WATER MAP NO.6266 DATE: JUNE 16, 2023 PUbIIC SITUATED I right of way SURVEY DATE: JUNE 16, 2023 EAST MARION GRADE ELEV.41.54 I I TOWN OF SOUTHOLD 0.5' OL DARK BROWN LOAM I SUFFOLK COUNTY, NY TAX MAP NO. 1000-030.00-02.00-043.000 SM VARIOUS COLORS 1 LOT AREA:22,396.80 SF(0.514 ACRES) 13' SILTY SAND ELEVATIONS REFER TO NAVD88 NO WETLANS OR SURFACE WATERS I '� WITHIN 300' SC BROWN CLAYEY NO WELLS WITHIN 150FT OF SUBJECT SAND I PROPERTY 30' SP BROWN FINE TO 36' MEDIUM SAND NO WATER ENCOUNTERED PLOT PLAN 13 X0320 - Aascssc ws je A K C`H I'f Ce yS (n` I'L Q n� (C' jARCH TODD O'CONNELL ZONINIS INFORMATIONL'� VU (� raJ LC ITE CT P.C. TOWN OF SOUTHOLD TODD O'CONNELL AIA SECTION: 030.00 BLOCK: 02.00 LOT(S): 043.000 F E 5 - 7 202 1200 Veterans Memorial Highway Suite 120 ZONES R-40 REQUIRED PROP05ED Hauppauge,NY 11788 LOT AREA 40,000 50.FT. 22,3416.8 SOFT. FRONTAGE 150 FT. T7 Fr. P(631)650-6666 OQ) FRONTAGE FRONT YARD 50 FT. 120 FT. F(631) 650-6667 O'^ REAR YARD 50 FT. 130.-72 FT. C(516)658-0325 M SIDE YARD (MIN) 15 FT. 16 FT. SIDE YARD (ASG) 35 FT. 35 FT. BUILDING HEIGHT 55 FT. 34.1 FT. LOT COVERAGE 20 % 15 % DR)"NELL CALCULATIONS F.A.R. CALCULATION ' DW-I-2 AREA: RUNOFF FACTOR=1.0 � ZONEo R-40 50.FOOTAGE ' LOT AREA 22,5416.8 50.FT. 1884 Sa.FT. x 3" = 411 GU FT X 12 Q 1ST FLOOR 1806 50 FT U5E (2)8'(P x V DEEP DRAIN RING = 675.84 CU.FT. `s O 2ND FLOOR I182 541 FT DW-3 AREA: RUNOFF FACTOR=1.0 TOTAL 5,588 50.FT. 812 SG ET. X 3" ,f LI1 MAX F.A.R. = 3,350 SQ.FT. + (23416.8*1095) = 203 GU FT 3,5841.68 5F 12 USE (100 X 8' DEEP DRAIN RING = 331.Q2 GU.FT. N IMPERVIOUS 5URF60E z CALCULATION 40.0 ZOMe R-40 50.FOOTAGE Z 44.0 X42.0 I LOT AREA 22,3416.8 SQ.FT. NOBOTTOM OF DRYWELL MUST BE A MINIMUM OF 2' 0 Z � N66°28'10"E � 44.0 / 290.88 � �° &Ob 50 FT ABOVE AVERAGE GROUND WATER ELEVATION. 0.9'N 4'METAL FENCE 0.3'N11 / / - _ _ _ _ - - - _ -�L_ _ - _ - _ ' X COVERED REAR PORCH I ST FLOOR. 13x0 541 FT F I x4 0 / o 404 MON.FND. ��9 2. BOTTOM OF DRYWELL TO HAVE MINIMUM 6' I 1 `�'4 0 � _ / FRONT PORTICO 'I8 50 FT PENETRATION INTO RATEABLE MATERIAL. o . �o � I o 32.0 - /� i 1 I DETACHED GARAGE 5T7 50 FT 3. DRYWELLS MUST HAVE A MINI MUM OF 3 OF O p - EL 43.5_______j___ /_�DW2► COVERED PATIO 435 50 FT J��M l 9 o EL.44.0 PERM IABLE MATERIAL AROUND THE STRUCTURE.INGROUND 43.0 � E55 STAIRS 140 SQ FTPOOL `_• ��� EL.41.0 I I 32.0 ` / I (nom ? � D � ��N CHIMNEY 14 SQ FT u��uFO ILI� ---� / 1 N TOTAL 5,360 SQ.FT. Q Z W V I x4?s6 X 2 STORY / Jq zom° ' O 1 --------------- -- I RESIDENCE 1 �a� argzM NO Z F.F. EL. 46.0 / / Rl Q°� � � O< LL� N 11111111 I �� d � W I t DW.3 i I t t l l t l l t t l l /��\` iTESTHOLE 40.0 1 X o���o �q��A 01 Y EL.41.54EU / q o `� N �n� I I t 9 TRAFFIC RATED V N W �i9 GRATE IL� j q 1\3 `-POOL - 8 TOP TYPICAL AT 1 EQUI�AAAiIENI� o i o I _____-- 43.0 120.00 RIMav EL. 43.0 _ / 9 ®3H.9 FINISFIED ERADE PAVED AREAS O O IL C R� < Oc ; GARAGE __�L_41.50�� t1 3$97+®� I �j "��, _ r EL.41.0 \ - 17 II o v 1 63.85' x42 129.0 DRIVEWAY p ;DW.1 ( / `...} ;''. '� I I 24"AGGEss++oLE L T'I'c1AP O 3± 1'U REINFORGIN6 BARS O ..-40 \ ,,,, ---: 4MON.FND. x42t x4 - - - - - - - ON.FND. x 290.86 8� ?s ° ,� _.. 1 .- .'. INLET PIPE t 4 S66 2810 W `�� A°� 11 _ I -WIRE FABRIC,FOR TOTAL INTERIORpLpryCONCRETE 42. \ !9 ARE4 OF WALL E : REINFORCEMENT, OPENINGS PER MINIMUM AREA OFS'SEGMENT■ DRAWINGS .,,.;...j E �....€I� _.i; �. CIRCUMFERENTIAL 1800501.In.MAX., E. REINFORCEMENT,O.I I 16005q.In MIN. sq In.Pt _ 60'wide public '' I`- 5"-10•MAX. 1 µ` ` m 1300 I-1 = = 000 NEST HOLE (NOT TO SCALE) right of wayo o o I- . . ^_,11.x;€ O McDONALD GEOSERVICES 1.t=-' 0 00 0 :':h I1..:.:. Z DATE:JUNE 16.2023 r• '';, m 0 0 0 a - . `.'-, '' ❑GOO O O O O O O O❑0 - ''" GRADE ELEV.41.54 OL DARK BROWN LOAM : ' ' • _ L0.5' so j SM VARIOUS COLORSILI SILTY SAND 410 F- 13' : I 1 I - `D I - BROWN CLAYEY i. > 3 MIN. SC SAND 4 # i } W O C, -M F?OTINB n 31 ;: ' ►[Kl v p Z 30' BROWN FINE TO i:...:E i: _,. i. QI N 1� SP , ,. 1r 1:1 i E 36' MEDIUM SAND O N Q NO WATER ENCOUNTERED In PLOT FLAN " - � SCALE: 1" = 20'-0" L V � TABLE 8501.20) CLIMATIC AND GEOGRAPHIC, DESIGN CRITERIA - CLIMATE ZONE 40 TO THE BEST OF MY KNOWLEDGE, BELIEF AND Q n SUBJECT TO DAMAGE PROFE55IONAL JUDGEMENT, THESE PLAN5 _ 11- WIND DESIGN FROM AND/OR SPECIFICATIONS ARE IN COMPLIANCE GROUND SPEED TOPOGRAPHIC. SPECIAL WIND SEISMIC WITH THE FOLLOWING: Oluz u O SNOW (MPH) EFFECTS WIND BORN DESIGN 1Li WEATHERING FROST LINE TERMITE WINTER ICE FLOOD AIR MEAN � � n/ LOAD REGION DEBRIS CATEGORY 2020 RESIDENTIAL CODE OF NEW YORK STATE !�. ZONE DEPTH DESIGN BARRIER HAZARDS FREEZING ANNUAL PUBLICATION NOVEMBER 20141 t� ft TEMP REQUIRED INDEX TEMP (� V I MILE FROM BOF 3 FT MOD TO 2020 RESIDENTIAL CODE OF NEW YORK STATE tt+-� ,�, 20 130 NO NO COAST AND B SEVERE BFO HEAVY SEE BELOW YES NONE 5019 51° F CHAPTERS 12-23 FOR MECHANICAL SYSTEMS �U ' I '3 wlt FIRE ISLAND �„�-1 2020 RESIDENTIAL CODE OF NEW YORK STATE �- WINTER DESIGN TEMP GRAFTERS 24 FOR FUEL 8 GAS SYSTEMS O cll � Otu • INTERIOR 5PAGE5 INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH INDOOR TEMPERATURES OF NOT LE55 THAN 68°F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY 2020 RESIDENTIAL GORE OF NEW YORK STATE O ,�.. tu • SYSTEM DESIGN SHALL BE BASED ON MAX-12-F HEATING,MINIMUM-15°F COOL1N6. CHAPTERS 25-33 FOR PLUMBING SYSTEMS • DEGREE DAYS(MP L A6UARDIA) 4811,WINTER DESIGN TEMP 15°,DRY BULB L"*F,1^IET BULB'15° F (2020 APG APPENDIX D) O l,n l • AS PER NYSBG 2020 CHAPTER 16 SECTION 1604 AND A50E-7 2016,WIND EXPOSURE CATE60RY AND SURFACE ROU61"INES5 15 B In • USE G FOR BOTH SOUTH SHORE AND FIRE ISLAND 2020 RESIDENTIAL CODE OF NEW YORK STATE D z CHAPTERS 34-42 FOR ELECTRICAL SYSTEMS MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DEVON HEATING TEMPERATURE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE p HEATING COOLING CORRECTION DESIGN TEMPERATURE DIFFERENCE AS ADOPTED WITH THE 2018 IECC FACTOR TEMP GOOLI N6 p 108 FT 41° N 45° F 8b° F 1.00 "10° F 'i5° F 550 F THE PROJECT COMPLIANCE METHOD CHOSEN IS TOTAL UA-ALTERNATIVE AND A RE56HECK HAS BEEN SUBMITTED WITH THESE DRAWINGS. m z COOLIN6 TEMPERATURE WIND VE_OCITY WIND VELOCITY COINCIDENT DAILY WINTER SUMMER IN O N z DIFFERENCE HEATING COOLING NET BULB RANGE HUMIDITY HUMIDITY 4 O O II° F 15 MPH ?.5 MPH '12° F MEDIUM (M 40% 32 OR ® 50% RH w K o < 0 0 0 p is ARCHITECtS TODD O'CONNELL ( A=RCH ITECT P.C. t CLEAN SAND SHOULDER TODD O'CONNELL, AIA AREA. TYPICAL EXISTING ASPHALT � 1200 Veterans Memorial Highway ROAD SURFACE. FLOW �� 18'-0"MAX. C. to C. Suite 120 GRADE / Hauppauge,NY 11788 ;;., ;.• �� v P(631)650-6666 ;...:..,;: 650-6667 J.::....::..:...:...::.:..:..::. .... �\ GRA —_ m C 1516)658-0325 J1Jfl= ::t. o ICz LL 1.. , r�� �.= Op Q � D p00 � Q /� ' � � .. g � FW- i,�,e r.i:r;fr C. r-' o Q 9 D o q 4 o CLEAN GRAVEL FILL. -�/ J - ! 1!'r, t' �� i; r / W O p Q o ° o FILTER CLOTH 6"MIN- 0 p° Q°O0o Q° 4" VERTICAL D ooo Z>/= UNEXCAVATED SOIL SLOPE QFACE Q °° O LDQ O of o° D p 000a o o lJlll lllll '' 00 BEDDING DETAIL PERSPECTIVE VIEW ;a 8"THICK PRECAST CONCRETE TRAFFIC FRENCH DRAIN DETAIL �f-^ K BEARING SLAB. Scale: NTS EXISTING GRASS ANGLE FIRST STAKE TOWARD ® --� �`L " SWALE AREA L � 36 MINIMUM 2 x 2 GRASS SHOULDER PREVIOUSLY LAID BALE. f� FENCE POST AREA. TYPICAL CAST IRON INLET L GRADE GRATE&FRAME GRADE FLOW �'� f �-L _ n WOVEN WIRE FENCE L di O z U __=11111-11111 ��, ,. (6 x 6 - 10 / 10 WWF) d _ _ _z 11= I I I I=11I I I L ��' LD _ � �L ��'' �' n FILTER CLOTH co stop E IL ®® ® ® ® CLEAN SAND& G O O ®® ® ® ® GRAVEL. `� /. BOUND HAY BALES EMBED FILTER CLOTH RADE a � 8'DIAMETERx8'DEEP ��� \ PLACED ON CONTOUR MIN. 6 INTO GROUND Zig° �vICU �- ®® ® ® PRECAST CONCRETE n ~ x 0 ®® ® — LEACHING RING. z /�� 4�� V O W 4 ®® = 2 RE BARS. STEEL PICKETS OR a 7 � �, v ®® ® 11111=_ ,� ��- Z 2 x 2 w v STAKES 1.5 to 2 IN GROUND. NOTE: }Q� m°� o ®® _® DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA < < HAY BALES. z� 1/2 ACRE / 100 LINEAR FEET ~�?2B�"� O�om � CLEAN SAND&GRAVEL 0 4 —1 ANCHORING DETAIL do N GROUND OT 11- p 13 WATER SECTION DETAIL \J ly w— -0"Min. 8'-0"Dia. 2'-0"Min. ° � 2' STRAW BALE DIKE DETAILS < o Typical Section @ Leachin& Pools SILT FENCE DETAILS GRASS SWALE DETAIL Scale: NTS SCALE: NTS Ck<y r� - SCALE: NTS I j 50' MIN. V U V m BUT SUFFICIENT TO KEEP SEDIMENT ON SITE W 'i HAY BAIL AND/OR > j SILT FENCING IL 0 a � oi LL 0: i Q Ir0 {'" Ld `l W`a z tu IL n w D O to v O z Q O O P w UI �1 \ O L� — Z ..nn G C, CV Vl r W w � •KFll N N m m - o C1 N O I — — CONSTRUCTION ENTRANCE — FOUNDATION OF COM ACTED 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. m j FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRA NAGE. i I PLAN VIEW I— i lU Z v ILI}— z J< �_i EXISTING GRADE O U]7— R 0 A D — R0AD Iu 1H0 CONSTRUCTION ENTRANCE — FOUNDATION OF COMPACTED Q HAY BAIL AND/OR I 3/4" STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.C.A. }� SILT FENCING FILL T018" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. UJ / t CROSS SECTION z TEMPORARY CONSTRUCTION ENTRANCE 0 SCALE: NTS til Q (K mviz • �r � O Q z -wt ov ol 451-011 :201-011 lo x. 'A'VCA)T E 6YS' ol51-011—11, TODD O'CONNELL lo :21-011.o A,RCH ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 TIE NEW FOUNDATIONS P(631)650-6666 KI#4 REBAR a 24" IF(631) 650-6667 O.C. VERTICAL;MINIMUM OF 2; C(516)658-0325 GROUT FILL SOLID (TYPICAL) — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — F 17 — — — — — — — — — — — — — — 11 '/76 T1JI PRO 56011 T1JI PRO 5&0 SERIES F.J. a 161, O.C. SERIES F.J. a 16" O.C. IT F95Ln 24"Ox5b" DEEP 4'.0" PREFABRICATEDIb PITCH SLAB DRY WELL all POURED GONG I-T t*A FOUNDATION HAL �.A _j K/ #4 REBAR VE4W O.G. + #4 .7 REBAR 7 HORIZONTALLY. ;t 0 4a", O.G. E3E[;)RQQM #.2 4" GONG ETE SLA� I O 0 6ry 4" CONCRETE SLAB W/bxb 103(o W.W.M. bXb k1 • fo OVER MIL V.B. ON F1 6 • OVER & MIL V.B. ON ):2XI2 17 1 �9\ 4" 4" CONCRETE SLAB 4 I .. — 7 4 W/ bxb 10/0 K.K.M. ORAVEL # COMPACTED COMPACTED GRAVEL 4" CONCRETE SLAB . --.d Z ON COMPACTED 501L COMPACTED GRA OVER 6 MIL V.B. ON 4" SOIL ON COMPACTED SOIL ON COMPACTED OVER (b MIL V.B. ON 4" H/ bxb 10,fo H-H.M. COMPACTED OP-AVE ON COMPACTED SOIL z all POURED CO SIC 00 10"x20"P. CONC. FOUNDATION WALL H/ #4 REBAR VERT. FOOTIN& 45" O.C. + #4 H1(:2) #4 REBAR H/ HORIZONTALLY—. KEYWAY;MIN. 56. REBAR 2..x4* a 45" O.C. SLj= r== BELOW GRADE. (TYPICAL) %D U n O O I . I BATHROOM d L I— Ell PITCH SLAB W POURED Clow-, 5/4 X RECREATIONAL ihi ;R� ML LVL FOUNDATION HALL ROOM d� W#4 REEAR VERT. a 45" O.C. + #4 v HORIZONTALLY. lu 0 a 45" O.C. :L C) W.2) #4 REBAR K/ -no ` O"X20" P. CONIC. REBAR FOOTING z 2 x4 KEYKAY;MIN. 56" — — — — — — — — — — TIE NEW FOUNDATIONS < BELOW < W#4 REBAR ® 24" �q a ORADE. PIC, 0.0. VERTICAL;MINIMUM OF 2; 'AoOROUT FILL 50LID (TYPICAL) - - — — — — — — — — — — - - z L > tu Ifj N_j II 181 TJI PRO 560 11 7% Tji PRO 5co SERIES a lb" O.C. SERIES F.J. ® Ib" O.G. cam pit Wz z 4 .-j 5" POURED GONG 15 5EDROOM #1 FOUNDATION HALL 1 i VV #4 REBAR VERT. MECHANICAU 1 4 a 45" O.C. + #4 ROOM V 12"x24" P. CONC. FOOTING HORIZONTALLY. ZONTALLY. IS I• H/(2) #4 REBAR K/2"x4" a 451, O.C. KEYWAY;MIN. 56" BELCH GRADE. (TYPICAL) wl A.I 24"Ox5b" DEEP 12" POURED GONG PREFABRICATED FOUNDATION WALL DRY WELL K/#4 REBAR VERT. 45" O.C. + #4 RM IR let HORIZONTALLY. Z L FOUNDATION FOR X FIREPLACE ABOVE. JOA. OL L- - -- - - - - - - - - - - - - - - _j Z F DEEP X DRY WELL 12"x24" P.CONC. z PREFABRICATED _j 0 ol FOOTING 13 W(2) #4 REBAR K/ VN 2x4" O BELOW 6RADE. (TYPICAL) 12" POURED CONC, L_ J.: FOUNDATION WALL H/#4 REBAR VERT. a 46" O.G. + #4 REBAR HORIZONTALLY. a 4W O.C. > 451-0" lit 151-01, lo LU 17 0 ul z y FR01=05ED BASEMENT FLOOR PLAN lu D_ 7- SCALE- 1/4" P-Oil z I q) JU Z JU to HALL KEY EXIST TO BE REMOVED EXIST TO REMAIN 3: NEW WOOD FRAME CN5T NEW POURED CONCRETE 4"x4" POST UNLES5 OTHERWISE NOTED M HOLD DOM AS NOTED HARD HIRED SMOKEDC OO DETEr-Top, w BATTERY BACK-UP b0i CFM FAN TO EXTERIOR HARD HIRED C.Af:U30N MONOXIDE n ly OIn to DETECTOR K/BATTERY BACK-UP MIN 12" A.F.F. AS PER ry SIE 2020 RESIDENTIAL CODE OF W5 W O < DENOTES E-ORESS, KMOH x - .. z LU E3 M >N AR64ffECT5' TODD O'CONNFLL J_; A,RCH I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 DR 11�EW�Y 451-011 421-011 01 A L'r -oil L. -bU -------------- 111 10 10 441-cIll I',J 10 1,J (5):2XIOI z 11 Til PRO 560 — — — — — - SERIES F.J. a 16" O.C. j -1 NO x x LZ J 11 _Yb -JI PRO 560 ro 0 ASERIES lu lijC Sn n L 9 DININGI _j 11 -?< :2XI2 a 16" + ROOM < n O.C. STAIR > lt�:t I < FRAMING I DL lu L�j �==� to E (3)2X12 COVERED ir l,'6ap v PORCH �0 %) 0 tu lu uj�-in T_ ()KITCHEN < X�_ lu=x L2LJ "I G) %Q () 5 D_ El ...... WKM -011— PROVIDE DOUBLE FRAMING -A r 9�_Rqpa ELPiALL5 < UNDER PARALLEL ABOVE. SECOND x = -1 '3 �9 < FLOOR zo LL 4H P� iV A00 V0 V Pir§0 U PLATFORM < (4)1 !/14"xll 'Y&" ML LVL 11or tu F k"_ RAMIN5. 160.(". 2XIO 600 2 D.J. a + FLUSH M15/4"xillye," ML LVL x ILI) CANTILEVERED To SUPPORT SECOND FLOOR PLATFORMQ P SP < Oz CD i!ffl z 4) T13- LU R V x ABOVE. 00,-1 PROVIDE DOUBLE FRAMING < KALL5 ImIt g UNDER PARALLEL ID x f=0)'r_R '�-I 0 = %D O -� 0 1 1 1 I x V x 7471 Y6.. x Tirc I " 0 ML LVL ryl (4)1 5/4"XII _Ybl1 I �M: ML LVL 10 cn 10 Ac (:2)!2XIQ q q iv II - - - - - - - - - - - - - __ - - - - - - - - - - - - — — A60 Vc II b CARBON MONOXIDE T_ ALARMS SHALL BE &X& A00 110 POST WITH INSTALLED OUT51DE OF Z 0 DECORATIVE COLUMN EACH SEPARATE Z O ENCLOSURE. SLEEPING AREA IN THE < 5" DEEP COMBUSTIBLE -1 IMMEDIATE VICINITY OF IL > THE BEDROOMS, NOT Z MANTEL. AS PER MANUFACTURERS tu c 0 FARTHER THAN IOFT, IN OL L NRITTEN IN5TRUCTION5 ACCORDANCE kqITH x 0 r K SECTION R315 AND z A SECTION cII5.5.1.5 OR x 0 THE 2020 NYS FIRE UL APPROVED 57A5 DOUBLE CODE. Ul 12 I II Q FAMILY 51DF-D FIREPLACE INSERT, cj LU 13 0 0 z BEDROOM #5 INSTALLED PER I ROOM MANUFACTURER'S WRITTEN O NEW INTERIOR NALLS, INSTRUCTION. VENTED AS _j REQUIRED PER COME. 0 CONSTRUCTION 2X(b WOOD NEW EXTERIOR WA L5 0 9' CONSTRUCTION 2X6 WOOD -1 STUDS 0 16" O.C. PROVIDT-177' < d i INTERIOR 0'(P. BD. (SEE d) STUDS ® 16" O.C. PROVIDE (A SPECIFICATION AND NOTES) It R-21 AND 1/2" INTERIOR GYP. BEHIND SIDING. 5D. (5EE SPECIFICATION AND IN-GROUND x N1 NOTES) AND 1/2" EXTERIOR POOL n > F PLYWOOD SHEATHING, AIR ttyy (5)2XI0 (5)2XI0 (5)2XI0 (5)2XI0 INFILTRATION BARRIER AND pC SIDING AS SHOWN ON L jj_'X� F4i If ELEVATIONS. PROVIDE Y2" (R3) PROVIDE TEMPERED CLASS II O TL o O RIGID INSULATION BOARD SHOWER ENCLOSURE AND--//[ BEHIND SIDING. 8 DOOR.HoLv-DOWN ------ PLUMBING FIXTURES, FINISHES AND PLUMBING HARDWARE LU 66)5,v2" STEEL PIPE AS SELECTED BY OWNER. COLUMN z 0 j4X4 ND P05T OLK z 1 )4X6 WD POST OLU —421-011 tu 6X6 WD P05T de '7'-Oli— WALL KEY 45'-0" 151-011 7�:21-011-7 > lu EXIST TO BE REMOVED EXIST TO REMAIN NEW WOOD FRAM1=_ CNST NEW POURED CONCRETE 3:'t Uj 4"x4''-P05T UNLESS OTl'E"15E z NOTED K M HOLE? DOWN AS NOTED HARD WIRED 5MOI<E FROF05EP FIRST FLOOR PLAN O DETECTOR K/BATTERY E3ACK-UP 5CALE: 1/4" 1'-0" n 50 CFM FAN TO EXTERIOR T n z HARE? WIRED CARBON MONOXIDE DETECTOR PV BATTERY BACK-UP IX < IV MIN 12" A.F.F. AS PER 2020 RESIDENTIAL CODE OF NY5 # d SIE DENOTES EORE55 WINDOW Wpm" d'H'I t E C T S TODD O'CONNELL t. ARCH I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631) 650-6666 ■ HOLD-DOM F(631) 650-6667 C(516)658-0325 STEEL PIPE COLUMN —4:21-011 rf(c-5 f, fF.a r 4X4 PO P05T 611 Lr '71-611 I 14x6 1110 P05T 141-011 &Xb WD P05T 7" (5)2x10l (5)2XI0 1(5)2XI0 (5)2x10 ■ 7R 7R OPEN GUARDS SHALL HAVE 'lifeBALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A 4-INCH-DIAMETER SPHERE PATH. CANNOT PA55 THROUGH ANY OPENING UP TO A HEIGHT OF 2XI2 O.J. 16" O.G. d) t- _ II 54 INCHES. X v OO n 2XI2 G.J. a iroll O.C. II II J m C AI If II A O BEDROOM #A z ml z II z BEDROOM #(o 6A� COMPOSITE z < < DECKIN5 AS tu tu SELECTED BY Q NEW STAIRS TO OWNER. < d)l — II2 COMPLY WITH I BALCONY 2020 IRO. AS 2 IN CID DESIGNED BY L vW — — — — — — — — — — — — OTHERS Q Q(3 1 -1 5-cl OPEN GUARDS SHALL HAVE BALUSTERS OR ORNAMENTAL PATTERNS SUCH THAT A NEW INTERIOR WALLS s w w } SIC— 4-INCH-DIAMETER. SPHERE CANNOT PA55 CONSTRUCTION 2X(o P400D THROUGH ANY OPENING UP TO A HEIGHT STUDS 0 16' O.C. PROVIDE 1/2" < 7 OF 54 INCHES. INTERIOR GYP. BD. (SEE '0�_�qx 2pp �m R V SPECIFICATION AND NOTES) 10 15k 15N ATTIC ACCESS. PROVIDE BEHIND SIDING. 'p v ff q: — �(,. — 4A t'�' DOUBLE FRAMING 0 x 1 \ 1 OPEWTO 00MRK3 - BELOW A CARBON MONOXIDE / \ a I > IN ALARMS SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE olSLEEPINO AREA IN THE U25 I IMMEDIATE VICINITY OF THE BEDROOMS, NOT < FARTHER THAN IOFT, IN mO ACCORDANCE WITHa:Z'S S� SECTION R515 AND SECTION 4115.5.1.5 OR L - - - - - - 01 n BST ff3f r— 0 O21 THE 2020 NYS FIRE VE, CODE. I d) IWO FL J � l F NEW EXTERIOR WALLS CONSTRUCTION vv YL 4z 1 (31 1 0 0 D > I j 2Xb WOOD STUDS a 16" O.C. PROVIDE R-21 AND 1/2" INTERIOR GYP. BD. (5EE SPECIFICATION AND NOTES) AND 1/2" BEDROOM #5 _?( L tDRESSING EXTERIOR PLYWOOD SHEATHING, AIR _j= I r INFILTRATION BARRIER AND SIDING AS )< t- 0 (DROOM I SHOWN ON ELEVATIONS. PROVIDE Y2" (R5) RIGID INSULATION BOARD BEHIND 5ATHROOM51DINO. 0 z 0 PROVIDE TEMPERED OLA55 k Z < I SHOWER ENCLOSURE AND v 1.I.G x DOOR. ~ (L ly LU Im PLUMBING FIXTURES, FINISHES z AND PLUMBING HARDWARE O q) AS SELECTED BY OWNER. z ■ TT—* 0 lu (5)1 5/4"Xel Y14" 0 0 z ML LVL :241-1111— n n S'!, < 5.-0 11 ol 111-0.1 511 45'-0" W WALK-IN CLOSET AS DESIGNED BY OTHER. FINAL LAYOUT TO BE DETERMINED BY LU Z OWNER AND CABINET SUPPLIER. Z < LU 7- OJT WALL KEY EXIST TO BE REMOVED EXIST TO REMAINROI— lu LU NEW HOOD FRAME: CNST NEW POURED CONCRETE 4"x4" POST UNLESS OTHERWISE O �O�1--1 NOTED z 0 HOLD DOWN AS NOTED HARD WIRED SMOk:E OO DETECTOR W BATTER-f BACK-UP bO CFM FAN TO EXTERIOR Ln HARD WIRED CARBON MONOXIDE n to cl o U DETECTOR W/BATTERY BACK-UP 2 N z n MIN 12" A.P.F. AS PER q) Z 2020 RESIDENTIAL COME OF NY5 < o DENOTES EGRESS .WINDOW z tu ca < < Ai2CH! CEG'rS TODD O'CONNELL 3 A R C H I T E C T P.C. I f TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631) 650-6667 C(516)658-0325 eaf 3 � yy , I` m r f4z_'Ixl IJ ri IL 3Q ��000 7 / Q (�1�JQ �OC } Vn ct O O (11 ROOF - - - - - - - - - - - - - - � �a uR- / Q�� o} � z g h1 � �* �LU luUy� m N� (XO Jp� <mMv'z m o° _ � �� ,$oo z ° u Fm OPEN GUARDS SHALL HAVE _ a O BALUSTERS OR ORNAMENTAL u~i 0 3 2X8 R.R'. ® 16" O.G. I I v PATTERNS SUCH THAT R Q Q 4-INCH-DIAMETER SPHERE Q CANNOT PASS THROUGH ANY N OPENING UP TO A HEIGHT OF v U U m 34 INCHES. PROVIDE MEMBRANE SYSTEM. \ \ \ 2X8 G. 16" O.G. \ ® TTIG ■ HOLD-DOWN ROOF <g� \ `O1GO,LUMTEL PIPE \ II zz `0 j 4X4 WD POST \ \ 1®%4X6 WD POST W O V \ \ (L ° \ \ STANDING SEAM METAL v ROOF TO BE SELECTED ® 6X6 WD POST O z ® \ OVER 30# BUILDING FELT O V \ 4x3 ALUMINUM GUTTER IN/ z0 tt ® V \ \ \ ��J/ a 3x4 ALUMINUM LEADER TO N O �" BE SELECTED BY OWNER m ON IX8 FASCIA BOARD m O N X11 W/ VENTED SOFFIT �P dO l N .01 \ PROVIDE ICE PROTECTION AS PER 2020 RESIDENTIAL CODE OF NY5 -R905.1.2 ICE BARRIERS WHICH CONSISTS OF AT LEAST 2 �— LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR A SELF-ADHERING POLYMER MODIFIED BITUMEN SHEET TO EXTEND A FROM EAVE'S EDGE TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE-ROOF LESS THAN 4.5:12 PITCH MUST ICE SHIELD y ENTIRE ROOF. ROOF 8:12 OR STEEPER REQUIRES MIN 5 FT. FROM EAVE EDGE Ld LU z � O�z LU WALL KEY (� EXIST TO BE REMOVED to ' I EXIST TO REMAIN J-A NEW WOOD FRAME GN5T V NEW POURED CONCRETED_i�OO 1�I 1�tV FLAN`t O O N 4"x4" P05T UNLESS OTHERWISE : 1/4" = 1'-0" J 1-1 SCALE: M HOLD DOWN AS NOTED HARD WIRED 5MOKI= OO DETECTOR W/BATTERY BACK-UP ® 60 GFM FAN TO EXTERIOR N tu QQ HARD WIRED CARBON MONOXIDE m cl m (- 9 U) QDETECTOR W/BATTERY BACK-UP N :� O Z MIN 12" A.F.F. AS PER 2020 RE5IDENTIAL CODE OF NYS Q Z SIE DENOTES EGRESS l^�INDOW LU CD a a 0 0 � o - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - /-KFINISHED SECOND FLOOR 'ARC H TT E Ct 9 I ELEVATION: .21r-- TODD O'CONNELL ZPHEIOHT:54.0'1' j, A r RCH I T E C T P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 STA DING SEAM METAL Hauppauge,NY 11788 ROOFING AS SELECTED. P(631)650-6666 F (631) 650-6667 C(516)658-0325 4x5 ALUMINUM GUTTER W 5x4 ALUMINUM LEADER To BE SELECTED BY OWNERI-P ON IX5 FA501A BOARD L---- IN VENTED SOFFIT TOP OF DOORS AND WINDOWS HEIGHT:e>.O' OPEN GUARDS SHALL HAVE BALUSTERS " OR ORNAMENTAL PATTERNS SUCH THAT A O 4-INCH-DIAMETER SPHERE CANNOT PA55 BOARD AND THROUGH ANY OPENING UP TO A HEIGHT BATTEN 51DINO AS OF 54 INCHES. SELECTED. T to 4 FIN15HEP SECOND FLOOR ELEVATION:51.16 )HEIOHT:14.05' to r *TOP OF DOORS AND WINDOWS z 9--)HEIOHT:cl.O' &X& ACQ 10*0 POST WITH DECORATIVE COLUMN ENCLOSURE. O OPEN GUARDS SHALL HAVE BALUSTER.5 OR ORNAMENTk- PATTERNS SUCH THAT A F0 00 4-INCH-DIAMETER SPHERE CANNOT PASS THROUOH ANt' OPENI NO UP W TO A HEIGHT OF 54 INCHES, FIN15HF-D FIRST FLOC ELEVATION:46.0' 11 OR HEICHT:2.5aL z JNEXISTING AVERAGE P dF- E---- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — IZP ELEVATIOWW51029— — — - - - - - - - - - - - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — qNHWE�- W z;�'3 4 10 4)-14 )-14 0�z SIDE ELEVATION fim<� 00Z �- � - Z�) -tI SCALE: 1/4" 1'-011 9 n - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - FINItHED SECOND FLOOR HEI OHT:54.01' Z k ILIO STANDING SEAM METAL (L ROOFING AS SELECTED. 0 13 Z O lu 4x5 ALUMINUM GUTTER N z 5x4 ALUMINUM LEADER To n OPEN GUARDS SHALL HAVE BALUSTERS BE SELECTED BY OWNER TOP OF DOORS AND WINDOWS OR ORNAMENTAL PATTERNS SUCH THAT A ON IX8 FA501A BOARD HEIOHT:P,>.O' 4-INCH-DIAMETER SPHERE CANNOT PA55 -7- VENTED SOFFIT < THROUGH ANY OPENING UP TO A HEIGHT OF 54 INCHES. 6 > T FINISHED SECOND FLOOR LU ELEVATION:51.16' HF-IOHT:14.05' Z ��Z TOP OF DOORS AND WINDOWS HTI&HT 10' z OIUO q Z 6X6 ACQ PO P05T WITH DECORATIVE COLUMN ENCLOSURE. > OPEN OUARDStu SHALL HAVE LU BALUSTERS OR O L - ORNAMENTAL PATTERNS SUCH THAT A1J- FINISHED FIRST FLOOR 4-INCH-DIAMETER O lu ELF-VATION:46.O' SPHERE CANNOT HEI5HT:2b.5' 695 THROUOH PEE) ANY OPENING UP z TO A HEIGHT OF K I oil gwrigh la i I Igo i firm 54 INCHES. % YELEVATION: 45.125- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — § 0 OC f() LU to 0 < SIDE ELEVATION z z 2 SCALE. 114" = 1'-0" [a 0 L In �• r f A1�CHItEAC•TS' TODD O'CONNELL r ASR C H ITECT P.C. TODD O'CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 /--------------------------------------------------------------------- •.. / xccrw N IELcIm. 044L"All 4wMIC� -1IIM GMNvr.Ms \ j \•"-.,1 / O Q OIOWORAL.ATI000 IICN LINT A pNv ND 4 �x�aulx ,arnlw v W A xGN!! iv"I N \\ p s j1eeNnlacr \ j / tts:l�aela ` o�e�wA�Am%..Uml x A< I to P"+W :;ee:�vwr I I r I �IM I iii O --------1---------------------------------------------------------------------------- z # � v � J z vl 511� LYTIO�I S�GYXi�OSUi� z OHVOO --------------------------------------------- ------------------------------------------------------------------------------------ / 1lonnx►A.aec�. N / ,/ we,runxn.uneewz U {— M11}OolTA g�F -- - - - -- '� \ Ll, \\ � ll-1 ?O // /-IYAFQNlI1�rlae G1of f1PAMw•.vxm.an.r \ tlwasl Axr wdw�ro A lash ' \ \ Z 11.1 `\ F � 111FL 0 (��lWVj W �Q@!_ \\ Q W V Sn �' �cecow�O"me oai+smi I —F tU— V *� «�U, Z O I ern+wrlml I a r�j�O��IF O -- FzjI ❑ 4F0 Q I I m A 1aw1r ar I ---J------------------------------------------------- I�In es ------------- -------------------------------- ---- -----------------------------------------------------------------------------------------------------------------------I---------------- V V U m 2 SIDE ELEVATION SKY EXF05LJ F- 5GALE: 3/=" Z R z O J w z � O O o w /----------------------------- V Q z0 \\\\ N N O AUH W.ime.W / \ ON 1NI.MCAA mI1a7 F{Al1MNM ILOR ro \ , W Mtim 1R17f LID J / IONO ND \ \ \�90mv Am LFII Z I I + I I I I I I»A9m w Hoer rr x oecowAms cotta11U Ti 11111111 I ILU I r.wle�m..nme I 1 I �ci7aa.rsnr-- 1aelnaer i �xerna�z0x�-- I I I ----- 1------------------- --------- ----------------------------------------------- --------------- ---------------------------------------- ----- I --------------------- z y f� O JU 1�,OL FRONT ELEVATION SIGY EXF05URE fi���fi� �L�Y�TI ON S�GY �X�OSUfiZ� � Iv � SGALE: 3/32" = I'-O" t t jU OL �D z 0 113 o � m z n � z o Q z tuO ARCH T4ECT5" LINE OF CONGEALED --TODD O'CONNELL s: fRCHiTECT P.C. ALUMINUM FLASHING. FINISHED SECOND FLOOR_ TODD O'CONNELL, AIA ELEVATION:77.21 r-- (2)1 5/4"x14" ML LVL RIDGE 1200 Veterans Memorial Highway HEIGHT:54.0,1' WITH CONTINUOUS RIDGE g `/ VENT \ Suite 120 Hauppauge,NY 11788 12 \ \ P(631)650-6666 El y 2X8 G.T. ® Ib" O.G. \ \ 12 F(631)650-6667 (® OF ATTIC) \�\ C(516)658-0325 r- ,11 r ! 2X12 R.R. ® 16" O.G. R50 BATT INSULATION TOP OF DOORS AND WINDOWS f HEI5HT:8.O' NEW INTERIOR WALLS •,t CONSTRUCTION 2X6 WOOD NEW EXTERIOR WALLS CONSTRUCTION INTERIOR STUDS T O.G. PROVIDE IERIOR GYP. BD. (SEE 2X6 WOOD STUDS ® Ib" O.G. PROVIDE R-21 AND 1/2" INTERIOR GYP. BD. (SEE SPECIFICATION AND NOTES) SPECIFICATION AND NOTES) AND I/2" BEDROOM #6 BEHIND s1DING. BATH. EXTERIOR PLYWOOD SHEATHING, AIR � BEDROOM #4 INFILTRATION BARRIER AND 51PINO AS m i SHOWN ON ELEVATIONS. PROVIDE Y2" m (R5) RIGID INSULATION BOARD BEHIND 1— UPTURN (2)I g/4"x20" ML LVL + SIDING. (y 2 (I)I"x20" STEEL FLITCH PLATE 1�5 Z O FINISHED SECOND FLOOR_ < v ELEVATION:57.16 J HEIGHT:14.05' Z T OP Or DOORS AND WINDOW5 }- EIGHT:,1.O' NEW INTERIOR WALLS Z CONSTRUCTION 2Xb WOOD STUDS ® Ib" O.G. PROVIDE 1/2" INTERIOR GYP. BD. (SEE �Iu SPECIFICATION AND NOTES) o g BEHIND 5IDINO. KITCHEN BUTLER'S DININGOo�B Fop PANTRY ROOM uj= yugvo In IHMOU W g M° - = o W4 FIN15HED FIRST FLOOR ELEVATION:46.07 HEI5HT:2.88' IL ~a � JU ELEVATION: 43.125 - - - - - - - - - - - - - - - - - - — - - - - u u or < � o R15 BATT INSULATION °< ` Z In RECREATIONAL -_~ x o° z W.I.G. GL. # � ROOM BEDROOM 2ffinth 12" POURED GONG FOUNDATION WALL W/#4 REBAR VERT. ® 48" O.G. + #4 REBAR V V V HORIZONTALLY. ® 48" O.G. 12"x24" P. GONG. FOOTING W/(2) #4 REBAR W/2"x4" KEYWAY;MIN. 56" BELOW &RADE. (TYPICAL) 4" CONCRETE SLAB GROSS SECTION w/ bx6 101(o W.W.M. OVER b MIL V.B. ON 4" COMPACTED GRAVEL SCALE: I/4" = I'-O" ON COMPACTED SOIL w z � O O � z 0 O O w v p O W I N D O lel S C H E D U L E o ry o DOOR 5(fwHEDULE WINDON N cv o Q MANUFACTURER TYPE UNIT SIZE ROUGH OPENING COMMENTS — — DOOR TYPE UNIT SIZE COMMENTS Q; O CASEMENT 51-O11x7'-O" 5'-OY2"x7'-OY2" *EGRESS WINDOW WITH TEMPERED GLASS LU a O �, z CASEMENT 2-b xb-O 2-6Y2 xb-OY2 pi SWING, SINGLE DOOR 2'-811x8'-O" BEDROOM DOOR O O 0 CASEMENT 2'-&"x4'-& 2-6Y2 x4'-bY2 VINYL WINDOW WITH TEMPERED GLASS = DOUBLE DOOR SLIDER (2)3'-011x8'-0" BEDROOM CLOSET DOOR ILOCASEMENT 2'-611x4'-b" 2'-bY211x4'-bY2" IL SWING, SINGLE DOOR 2'-4"x8'-O" BATHROOM DOOR 0 • 4 POCKET, 51NGLE DOOR 2'-4"x8'-O" BATHROOM DOOR Q CASEMENT 3-O xb-O 3-OY2 xb-OY2 EGRESS WINDOW p V m CASEMENT 5'-O"x4'-6" 5'-OY2"x4'-bY2" VINYL WINDOW WITH TEMPERED GLASS 0 a SWING, DOUBLE DOOR (2)2'-8"x8'-O" BEDROOM DOOR to 11 , PICTURE b' 01x3-b" 61-OY211x5'—6Y2 11-1 N s SLIDER DOOR 12'-011x8'-O" 4 PANEL EXTERIOR SLIDER DOOR LU ` W O CASEMENT 3-O x7-O 3-OY2 x-1-OY2 *EGRESS WINDOW WITH TEMPERED 5LA55 v 7 SLIDER Ib'-0"x,1'-O" EXTERIOR SLIDER DOOR N O Q O O CASEMENT .21-6"x'71-011 2'-bY2"x7'-OY2" z 13 s SWING, SINGLE DOOR 3'-6"X11 FRONT DOOR WITH (2)14" 51DE LITE5 —a O u O CASEMENT 2'-b x5-6ol ����2-bY2 x5-bY2 ..._I + SWING, DOUBLE DOOR (2)2'-b"x,1'-O" BEDROOM #3 DOUBLE DOOR � t- 11 CASEMENT 2-b��x51-6112'-6Y2 x5'-6Y2 TEMPERED GLASS. VINYL WINDOW I- w 5WING, DOUBLE DOOR (2)2'-4"x,1'-O" HALLWAY CLOSET DOOR -'F aL z' O U1 v IL �� CASEMENT 2'-(0,,x5 JU Z x5-b 2-bY2 x5-bY2 `� O 5WING, SINGLE DOOR 2'-411x,1'-0" BATHROOM DOOR Q IV ' n �� CASEMENT 2'-b"xb'-D" 2'-bY2'xb'-0Y2' *EGRE55 WINDOW. LU SLIDER, DOUBLE DOOR b'-O"x,1'-O" CLOSET SLIDER Q �+ CASEMENT 2'-b 11x2'-b" 2'-02"x2-02" ATTIC WINDOW n/ b OVERHEAD GARAGE DOOR ,1'-011x8'-O" GARAGE �4 5WING, SINGLE DOOR 5'-O"x7'-O" BATHROOM/ DRESSING Q i• 5WING, SINGLE DOOR I'-611x7'-0" BATHROOM/ DRESSING CLOSET NOTE: VERIFY ROUGH OPENING, AND UNIT DIMENSIONS WITH MANUFACTURE PRIOR TO ORDERING t * THESE UNITS MEET OR EXCEED THE FOLLOWING DIMENSIONS: CLEAR OPENABLE AREA OF LU ul b SWING, SINGLE DOOR 2'-611x8'-O" W.I.G. 5.7 50. FT., CLEAR OPENABLE WIDTH OF 20", AND A CLEAR OPENABLE HEIGHT OF 24"; n 5WIN5, DOUBLE DOOR (2)2'-4"x8'-O" BEDROOM #2 4 #5 OL05ET SILL HEIGHT NOT TO EXCEED 44" A.F.F. 1 i• SWING, SINGLE DOOR 2'-811x8'-O" BEDROOM DOOR 11 O v I 5WIN0, 51NGLE DOOR 5,-O"x8'-O" H.M.5.0. "B" LABEL DOOR O N Q so SWING, SINGLE DOOR 5,-O11x8'-O" BASEMENT ENTRY DOOR It M 5WING, SINGLE DOOR 21-b11x8'-O" BATHROOM n 1J— z Q m � z W 0 Q • Z LU k CISCI --I < < < � Q Q Q ARCHiTI! IFTS' TODD O'CONNELL M A R C H ITECT P.C. , TODD O'CONNELL AIA FRESH AIR VENT 1200 Veterans Memorial Highway I T THROUGH ROOF g Y Suite 120 BATH. #2 BATH. #1 MASTER Hauppauge,NY 11788 BATHROOM P(631)650-6666 ---- ------ F(631)650-6667 P�108.1 ROOF EXTENSION --- ---- ------ r– I --'T-------- OPEN VENT PIPE5 THAT EXTEND THROUGH A ROOF SHALL BE __---- -------r--------- T �— I I I I —T--------,------- TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR 6 r----'---T T I I I I 1 I I I i C(516)658-0325 INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, I I I I I I I I I WHICHEVER 15 GREATER.WHERE A ROOF 15 TO BE USED FOR I I I 12„ 1 1 12 I I 12n 1 I I 1 �ra�T ASSEMBLY,A5 A PROMENADE,OBSERVATION DECK OR 1 I I I I I 1 SUNBATHING DECK OR FOR 51MILAR PURPOSES,OPEN VENT I I 1 PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE I I I I I I I 1 1 1 t;(rl ��1'�lali fi ,frlii 1 I I I I I I ROOF. IV2n IV 11 1:2 V211 iZn i I2n VV V2 (Y2° (y2” II 1 P51032 FR05T CLOSURE WHERE THE 4T.5 PERCENT VALUE FOR OUTSIDE DE516N 1 ( 1 I TEMPERATURE 15 07 OR LESS,VENT EXTEN51ONS THROUGH A I I I I ROOF OR WALL SHALL BE NOT LESS THAN 3 INCHES IN I I I I DIAMETER.ANY INCREASE IN THE SIZE OF THE VENT SHALL BE MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. I TABLE P52013II II 11 II II II 11 11 II II II SIZE OF TRAPS FOR PLUMBING FIXTURES cw— —cw cm—cm—Gm CW ) Gtl—Cw sw—CW CYI— —CW CW—CN cW—CY!— CW TRAP 51Z -HW-HW / W-HW / HW-HWS W-HW-kY� H -HW-HW-HW-HW HW-HW- -HW G•O• PLUMBIN6 FIXTURE MINIMUM G.O. HW — (INCHES) A BATHTUB(WITH OF WITHOUT SHOWER HEAD AND/OR 11/2 WHIRLPOOL ATTACHMENTS) BIDET 11/4 1 I I r CLOTHES WASHER 5TANDPIPE 2 1 DISHWAS,HER ON SEPARATE TRAP) 11/2 PATH. #5 I I KITCHEN FLOOR DRAIN 2 POWDER KITCHEN SINK(ONE OR TWO TRAPS,WITH OR N ---+ - - N O WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) ROOM ---- ------,--- --- ---------------------- BUTLER'S LAUNDRY TUB ONE OR MORE COMPARTMENTS 11/2 ------------- --------- --- r-- I 1 I LAVATORY 1114 ------'T-------- I 1 1 1 I I I PANTRY z # SHOWER(BASED ON THE TOTAL FLOW RATE 1 I I I 211 1 I I Z THROU6H 51-101, EAD5 AND BODYSPRAYS) I I I I — FLOW RATE. 1 I 5.7 GPM AND LE-55 1 1/2 1 1 MORE THAN 5.1 GPM UP TO 12.5 GPM 2 I1 � � � O MORE THAN 12.5 GPM UP TO 25.8 GPM 5 „ 11 ( I I !' MORE AN 5.5 GPM 5.6 6PM 4 V2 12 V211 1211 1 I I V2° 1Y211 lu 0 in 13 1 I I Z I I � I I 1 I I 1 ~ TT I ~U 1 :211 211 Iosa II 11 II C Cw GCw �((VF(`. _�—�—� IIS-� —�—�—�—uv—GY-�+— 'i- - -�+ - W� GYC - � - w-1-- G`1- cw—cw—cw—cm—cm—cw— ~ w�FN Uj G.O. —Hw—Hw— HK —Hv—Hw' Hw—Hw I Hw Hw—Hw—Hw—Hw—ww—Hw— GOUQ � W z 1 � } Mph I BATH #4 -J o �g9g � 1 Ic H-cm C-H C"-`w HW `T V O Q N V° Ill 1211 1211 Gr- cw-cw Gw �~ � , HWH PREY LATER O °4� m o o o s Q II II cw cm Cw cw G.O. CONNECT TO NEW PLUMB I NO R 1 SER D I AORAM SEWER LINE N.T.S. K < O -A li- w z � O z O O w p v D z m m O O (\V < N N O I] L� DLz ts) Opo -Iv— � > WWX DL O b-au O z 0 m � uVI m m � o In z 0 Q lu HURRICANE ANCHORS MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A HURRICANE ANCHORS MANUFACTURED BY ARC#i 17 CNT S OR APPROVED EQUIVALENT AT EVERY RAFTER TO PLATE CONNECTION BOTH SIDES WHEN USP CONNECTORS MODEL No. TMU26,TMU2I0 TODD O'CONNFLL OR APPROVED EQUIVALENT AT EVERY ARCHITECT P.C. -RAFTER5 DD NOT ALIGN WITH STUDS I WALL STUDS ® I b" O.G. RAFTER TO RIDGE CONNECTION WHEN RAFTERS DO NOT ALIGN TODD O'CONNELL, AIA HURRICANE ANCHORS MANUFACTURED BY 1200 Veterans Memorial Highway USP CONNECTORS MODEL No. 5T22 SIMPSON STRONG-TIE CONNECTOR 16 6a. COIL 5TRAPPIN6 MANUFACTURED OR APPROVED EQUIVALENT AT EVERY Suite 120 L. #HTZ TO BE USED WHEN BY 51MP50N 5TRONG-TIE GONNEGTOR5 RAFTER TO RIDGE CONNECTION OOF RAFTERS Hauppauge,NY 11788 USE A MINIMUM OF TWO .3d RAFTER ALIGNS WITH STUD / _ \ MODEL No. 0516 OR APPROVED EQUIVALENT WHEN RAFTERS ALIGN P(631) 650-6666 ; \ NAILS THIS SIDE WITH A F (631) 650-6667 BOTTOM PLA TOTAL OF FOUR INTO RAF12_ I RIDG {516)658-0325 I I " I I RIM JOIST r f _ ..... " ROOF RAFTER I (ar(: S, . .t,frf;/fa. iA tr.f f�1ii DOUBLE TOP PLA I .,I s STUD PLATE TIES MANUFACTURED BY SIMPSON �I h / STRONG-TIE CONNECTORS MODEL No. RSP4 OR APPROVED EQUIVALENT AT EVERY STUD SUB FLOOR TO PLATE CONNECTION WHEN RAFTERS DO NOT '# ALIGN WITH STUD FLOOR JOIST IV It. v), 1 I i STUDS a 1611 O.G. .1 v 16 Ga. COIL STRAPPING MANUFACTURED TWO bd NAILS BY BIMP50N STRONG-TIE CONNECTORS INTO PLATES MODEL No. 0516 OR APPROVED EQUIVALENTJ NOTE• (() ALL STRAPPING TO BE " INSTALLED AS PER MANUFACTURES IGHT 8d NAILS SPECIFICATIONS AND NYS CODE >r INTO STUDS WALL STUDS a I6 O.G. O fi�00 STfizFFINO DETAILzIt FLOOR 5TRAFFIN5 DETAIL HURRICANE TIES MANUFACTURED BY � SCALE: 3/4" = I'-O" SIMP50N STRONG-TIE CONNECTORS MODELZ3 —I No. H2.5 OR APPROVED EQUIVALENT AT EVERY 0 SCALE: 5/4" = 1'-0" RAFTER TO BEAM CONNECTION BOTH SIDES-\ USE SIMPSON Z-MAX OR HDG CONNECTORS v Z TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION W/AGQ LUMBER. o WALL STUDS ® Ib" O.C. PROVIDE HOLD DOWNS AT I MIN. EDGE z DIFFERENCE �00 ALL CORNERS AND BOTH ra �V SIDES OF OPENINGS 6' �Mt- v OR GREATER IN WIDTH ROOF RAFTER 01 Z 3 w 0 � m Wiz ���u► DOUBLE 2X 5TU 5 N POST GAP MANUFACTURED BY SIMP50N ° o p O TRO G TIE CONNECTORS MODEL No. BG52-3/6 .n aL 4' OR APPROVED EQUIVALENT INSTALLED Q $ a 9 O W O 5/8"VX12" STEEL ANCHOR AS PER MANUFACTURES SPECIFICATIONS � �i s� _N 2 BOTTOM PLA SIMPSON HDU5-5D52. BQ BOLTS AT 5'—O" O.G. MAX. } z ~ v O RIM JOIST MIN EMBEDMENT OF a BEAM d 8 � m SEE PLAN,--.' ` . 4 iz 0 o do DECORATIVE COLUMN COVER FL 0.'V N U�aN II bxb COLUMN 5UE FLOOR ALL 5TRAPPINO TO BE COLUMN BA5 m O FLOOR JOIST INSTALLED ASPER NU GODEES a N SILL_ PLA IGD AND �I TERMITE SHE I6 6a. STRAP TIES MANUFACTURED FOUNDATION WALL BY SIMP5ON STRONG-TIE CONNECTORS ° n ODEL No. C51b OR APPROVED EQUIVALENT. STRAP TO HAVE MIN. 12" BEARING ON THE STUD n AND WRAP UNDER SILL PLATE AT FOUNDATION. • {/ i ' II "x5"x12" STL. BEARING PLATE MANUFACTURED BY SIMP50N 5TRON6-TIE CONNECTORS MODEL No. v LBP5142 OR APPROVED EQUIVALENT ' �I�IG�OR BOLT I7�T,'�I L. • .00 I PIGAL 5/a"xl2" HOOKED ANCHOR BOLT P. GONG. SLA� , - ® 5'-0" O.G. - W/'1" MIN. EMBEDMENT INTO CONCRETE 5�g" THREADED STEEL RO - WITHIN 6-12" OF EACH END OF PLATE SIMPSON HDU5—SD52. OUNI7COLUMN BASE MANUFACTURED BYATIONSTAFFINO DETAIL DOUBLE 2X STU SIMP50N STRONG-TIE MODEL a z N No. G50bb-5D52 INSTALLED v a Z AS PER MANUFACTURERS < SCALE: 3/4" = I'-O" SIMPSON HDU5-SD52. SPECIFICATIONS OR APPROVED H WHEN NOT ALIGNED WITH RAFTER, EQUIVALENT CONNECT KING STUDS TO TOP PLATE, HOOKED ANCHOR BOLT W z SEE ROOF STRAPPING DETAIL WRAP ly4" 6AL5. 20 GA. COIL STRAP MIN. 12" PENETRATION P. GONG. CHEEK WALL °- VER TOP OF TOP PLATE 8 NAIL to INTO FOUNDATION a USE SIMPSON Z-MAX OR 1-106 CONNECTORS O Z ROOF FRAMING � TO INCREASE CORROSION RESISTANCE FOR ALL HARDWARE IN CONNECTION —PORCH STRAFi�I NO DETAIL �' D Z W/ AGQ LUMBER. N lu SCALE: 3/4" = 1'-O" OU 0 0 PROVIDE HOLD DOWNS AT ry m m W ALL CORNERS AND BOTH N OO ~ CRIPPLE 51DE5 OF OPENINGS b' ry Q STUDS OR GREATER IN WIDTH DOUBLE TOP PLATE I ry ry O = zII OUBLE 2X STUD \--HEADER .• N� u e • —SIMPSON HDU5-5D52.5 • 1 JACK 11'' ,, STUD LU FULL II Z � + NALLLSTUDS FRAMED OPENING FOR NEW I WINDOW OR EXTERIOR DOOR v• °a . II OKED ANCHOR BOLT K Z MIN 12" PENETRATIONOL a U INTO FOUNDATION USE SIMP50N Z—MAX OR HMO CONNECTORS a. Z TO INCREASE CORROSION RESISTANCE o (� O JU FOR ALL HARDWARE IN CONNECTION LU K/ AGQ LUMBER. a �/ 1-x-1 It n/ V STi� fi�fi�)NO DT I >ua x W LU SCALE• 3/4 I O SCALE: 3/4" = i'-O" O � �-- NOTE: n O UPLIFT CONNECTION IS REQUIRED 1!-_ NO UPLIFT G IVNEGTORS I I AT EACH END OF THE HEADER AND AT O � ' 1 REQUIRED TIS AREA I I I BOTTOM OF HEADER STUDS IN ADDITION to II TO CONNECTORS AT WALL STUDS AND ,^ AT TOP AND BOTTOM OF CRIPPLES. u 7 cy- 4 IK 1, 6 6a. STRAP TIES MANUFACTURED BY SIMP50N 5TRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HDG CONNECTORS LIN MODEL No. C516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE m m lu STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ ACG LUMBER. ' ry O m .� Z � 0 Q Ui�L I T CONNECTOR DETAIL z tF SCALE: 3/4" = 1'-0" m < 7 p p Load bearing or bracedishear wall cut round holes maybe Plate nail-16d(0.135"x 3Yz') above(must stack over wall below) Load bearing or braced/shear wall above cut anywhere in web I JOIST DETAILS g R outside l hatched zone if at 12"on-center 4Blocking panel: 1 8"TJ"'Rim Board, (must stack over wall below when present) n ALLOWABLE HOLES - TJ I� Joists they are located 3"away ) Plate nail, 16d(0.135 x 3Yz'") 7 Floor panel nail- 1 No load bearin horizontally Plate nail, 16d 0.135"x 3Yz'") When sheathing thickness exceeds/", 2x stud wall at P 1I4'or%"TimberStrand LSL or 9 y " at 15'on center at 16"on-center g - Blocking panel: trim sheathing tongue at rim board 15'on-center 8d(0.131"x 2Y2")at 6"on-center TJI''joist. wall above Blocking panel: Min.distance from Table A Min.distance from Table B (edge-to-edge)from a ti 'ARCHITECT S 1Y8 TJ 'Rim Board,1Y4'or Web stiffener ,� � required on both Plate nail-16d(0.135"x 3yz'") Web stiffeners required on 1 '� larger hole. 1Y2'TimberStrand 'L.iL or 2x4 minimum Web stiffeners 1/8"TJ'Rim Board, DO NOT g TODD O'CONNELL at 16"on-center` squash blocks required each side 1'/a"or 11/2'TimberStrand"'LSL cut or notch flange. �_ __n,r:C H I T E C T r c sides at A2W ONLY Sheathing both sides at A3.4W ONLY �l TJI 'joist Floor panel nail g 1 �� :� boundary nails, at 63W ONLY or TV'joist 8d(0.131"x 2/2)at 6 on-center %"or 1 Y2' 8d(0.131"x 2 2") Web stiffeners s •• 0 0 s" TODD O'CONN ELL, AIA Web Stiffeners required at 4"on-center LSL rim board. Y 200 Veterans al Highway TimberStrand'6 required on both 1 ans Memori Hi h ay Rirn-to-oist 61 61 W sides of both joist 6" L+ 2 x D, D, Closely grouped round LZ 2 x LZ D2 6" 6" each side at A3._W ) holes are permitted if Suite 120 nail Toe nail-10d(0.131" ends at B4W ONLY No field cut minimu P minimum No field cut Do not our Toe nail, Toe nail, 1Y8"TJ"'Rim Board, When sheathing 7 1 z, x 3")at 6"on-center DO NOT holes in (applies to all holes the group perimeter holes in holes larger Hauppauge,NY 11788 10d(0.131"x 3") 10d(0.131 x 3') (A3.1/A3.1 W only) thickness exceeds/8', Web stiffeners required End of joists at hatched except t knockouts meets requirements for hatched than t%"in at 6"on-center at 6"on-center 1Y4'or 1 y"TimberStrand LSL. trim sheathing tongue min. on both sides at B1W centerline cut holes in cantilever p reinforcement. zones round or square holes. zones cantilever p(631)650-6666 and B2W ONLY of support Table A - End Support F 631 650-6667 TJ141 rim joist at rim board pp ( ) Web stiffener Toe nail-10d(0.131"x 3") Blocking panels may be required required on both Must have 13/4"minimum at 6"on-center` Install proper blocking to Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support C 516 658-0325 sides at Al W ONLY joist bearing at ends.Attach 1k support all panel edges ee B3 63W 64 B4W O O O O walls above or below-see detail 61 below-see detail 61 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Al Al W* A2 A2W* g A3 A3.1 A3.2 A3.3 O O JOIST TJI"° f rr,i:lif:r, (-rj i ti:r ra:r.t.l J ji i rim joist per A3 detail. DEPTH 2" 3" 4" 5" 6Yi' 7" 8%" 11" 13" 2" 3" 4" 5" 6Yi' 7" 8%" 11" 13" � - 'For additional installation specifications see Rim Board A3.4 A3N.4 * Nail through 2x-cantilever,wood backer and 110 T-0" T-6" 2-0" 3'-0" 5'-0" 1'-0" T-6" 2'-6" 3'-6" 4'-6" 1rr%f:fi'f_ fr frl;ij r -t n t i *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 eA3.3 O O 1Ye"TJ" Rim Board or 1Ya"or 11/2'TimberStrand" Blocking TJI"'joist web with 2 rows 10d(0.148"x 3") 9Y2 z10 r-o° 1'-6" 2'-6" 3'-0" 5'-6" r-o" z'-o" z'-s" a'-o° 5'-0" O O Details and Installation in Weyerhaeuser Installation Guide nails at 6"on center,clinched. 230 T-6" z'-0" z'-6" 3'-6" 6-6" 1'-0" z'-0" 3'-0" 4'-6" S-0" a, Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. for Floor and Roof Framing,TJ-9001. LSL.Nail with flange. (0.131"x 3")nails,one each at panel top and bottom flange. Nail to blocking panel with Use 16d(0.135"x 3Y2')nails with 3Yz"TJI'o iso r-s" z'-o° 3'-0" a'-o" s'-o° r-s° z'-s" 3'-6° s'-o" s'-s° joist flange widths. 560 T-6" 2'-6" 3'-6" 6-0" T-0" z'-o" 3'-0" 4'-0" 6-6" 6-0" 6'-0"length of TJI"'joist 8"diameter maximum hole for 113/8"- connections equivalent to floor panel schedule. 210 1,-0„ 1,6,; z,-0" 2-fir, 3'-0" 3'-6" 6'-0" V-0" r-6,' z=6" 3'-0". 5'0" S-6" 6=6" reinforcement and filler 15'deep blocking panels;6' diameter 1/8"TJ Rim Board 1Ya"or 1Y2'TimberStrand' y` 1 LSL. Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11/a z30 1-0 1-s z-o z-s 3-0 3-s s-s 1-o z-o z'-s" 3'-s" s'-s" s'-s" 7'-0" 4'-0"length of 8"diameter maximum hole for 117/8'- block. Use 4'-0"length maximum for blocking panels 9/" 5so r-s" 2=6" 3'-0" 4=0" 5'-6" 6'-0" 8'-0" 2'6" 3'6" 4'-6" 5'-s" s'o° 7'-s" a'-o° 4'- reinforcement 16"deep blocking panels;6"diameter with 9Yz and 11/8 TJI eep or shorter than 12"long. one each at to and bottom flan e. with one 8d 0.131"x 2Yz") F1 applies to r)3. Attach reinforcement to joist nail at each corner PP 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 3'-0" 5'-6" 1'-o" 1'-0" 1'-6" 2'-0" 3'-6" 4'-0" 6'-0" 8'-0" { ', 8"diameter maximum hole for Do not cut flanges. uniform) on one side at E2, maximum for blocking panels 9y" joists. with one 8d(0.131"x 2Yz) Horizontal blocking Y z10 T-o" r-o" r-o" T-s" z'-o" z-s" 3'-s" s'-o" T-o" T-o" z'-o" z'-s" 4'-0" 4'-6" s'-s" s'-s" Web stiffeners 117/"-16"deep blocking panels; both sides at E3 deep or shorter than 12"long. loaded joists 14" 230 T-O" T-0" T-o" T-6" 2-6" z'-6" 4'-0" T-O" T-o" T-o" z'-o" 3'-0" 4'-0" 6-0" T-o" 9'-0" 1Y8"TJ"'Rim Board 1Y4"or 1Y2' nail at each corner panels between each Load from above required on both 5'diameter maximum for Do not cut flanges. joist. Nail to top plate with only. 360 r-o" r-o" T-s" 2'-6" 3'-6° 4'-0" 5'-6" 8'-0" 1'-0" T-6" z'-6" 4'-O" s'-0" 6-6" 6-0" 9'-6" sides at E1 W ONLY blocking panels 9Y2'deep or TimberStrand`'LSL.Nail with O sso T-o" T-o" 2'-0° 3'-0" a'-s" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" a'-o" s-o" 7'-0" 7'-s" s'-o" 10'-0" shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of Y4' connections equivalent to Wood R \�u�t 110 T-0" 1'-0" T-o° T-o" r-o" T-o" z'-0" 3'-0" 5-0" T-o" T-0" T-0" T-6° 3'-0" 3'-0" 5'-s" 7'-s" 10'-0" i ti „ 1 „ 1 floor panel schedule. backer a� eye �` Ys Do not cut flanges. 1/8 TJ Rim Board or 1Ya"or 1/2' each at top and bottom flange. reinforcement on p ay d` air\ ayo z10 T-o" T-o" r-o" T-o" r-o" T-6" 2'-6" 3'-6" 6'-0" 1'-0" 1'-0" 1'-0" 2'-0" 3'-0" 3'-6" 6'-6" 8'-0" 11'-0" t TimberStrand 'LSL. Nail with 10d one side at E5, 12"length of W. ��2�\��e� ca��oa ts" z3o T-o" T-o" r-o" T-o" T-s" T-6" 3'-0" 4'-0" T-0" T-0" T-o" T-0" z-o" 3'-6" 4'-0" T-0" s'-o" 11'-0" (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 reinforcement on one side ca��\\ger a\�o� 560 1'-0" T-o" T o" T-o" z=s" 3'-0' s-o" r s" 10'-0" 1'-0" 2'0" 3'-0" 4'-s" s'-s" 7=0" 10'0" top and bottom flange. joist web with 3 rows Full depth vertical blocking between at E7,both sides at E8 F1 den • .. „ „ ., 3 3 „ 7„ 3 „ 10d(0.148"x 3')nails at 5' 9 a s 7 e to" 12" 14,y 16/ 4" s" 7' 8" 10 12" to/4 1s/ Attach reinforcement • on-center,clinched. Use 2 each joist E7 E8 Less than 5" 18„ 360 1'-0" 1'-0" 2'-0" 5'-6" 9' 10'-0" 11'-0" 13'-6" m 2x4 minimum to joist flange with `L cc, rows with 92/2"and 11%8' Less than 5" 560 1' 1'-0" 1'-0" z'-o" a'-s" 7'-0" 10'-6" 2'-0" 5'-0" 6'-s" &'-o" 11'-0" 12'-0" 14'-0" squash blocks p'' 8d(0.131"x 2Y2')nails at 6" �a� TJI`'joists. Gap*: WEB STIFFENER ATTACHMENT 20„ 360 T-o° T-0" T-0" T-o" z'-o" 4'-0" T-0" 10'-0" 1'-0" 1'-6" 3'-0" a'-s" s'-0" 11'-6" 13'-6" 15'-6" N E5 E6 "minimum 5so 1.-0.-1 r-o" T-0" 2-0" 41%6" a'-6" 1T-0" 1'-0" 3'-6" 5'-0" T-0-- TJ" -0" 1Y"TJ Rim Board or on-center.When reinforcing „ � Face grain a'I-`� s � O CS Use 2x4 minimum squash blocks to 1Ya"or 1y TimberStrand 'LSL. both sides,stagger nails. 2Y4'maximum ®. . horizontal E4 Not for use with 3Y2"TJ/0 joist flange widths 1" Table B - Intermediate or Cantilever Support Z transfer load around TJI joist Nail with each h at top and E2 E3 g 1 " Set E1 E1 W nails,one each at to and (1/z for TJI ' Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort - bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE � TJI"joist blocking with end JOIST TJI' -1 Apply subf/oor Web stiffener both sides. DEPTH 2" 3" 4" 5" 6Yz" T' 8%" 11" 13" 2" 3" 4" 5" Gy,'- 7" 8%" 11" 13" � Structural exterior sheathing adhesive to all blocks installed at Y foist-span See table below. •With point load from above,and no support � locations using below,install web stiffener tight to top flange 110 2'-0" r-s" 3'-6" a'-s" T-6" 1'-6" z-s" 3'-s" s-s" 6'-s" Z Flush bearing plate required. Flashing contactsurfaces two 8d 0.113"x 21/2") Ti ht fit* 210 r-o" r-s" 3'-6" s'-o" a'-o° z'-o° 3'-0° a'-o" s'-s" 7'-s" O Hanger height must Double TJI's Joist Filler Block: Hanger Backer Block: Install tight Maximum Ya"overhang ( 9 (gap at bottom flange) sY2' Halls Or 230 2'-6" 3'-0" 4'-0" 5'-s" 8'-6" 2'-0" 3'-6" 4'-6" 6'-6" 7'-6" V be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ Depth Minimum Web Nailing Requirements 360 3'-0" 4'-0" 5-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" T-6" 8'-0" of joist depth p flange with face mount hangers). led er o\Sl sQa 2Y2'screws,cal TJI'"Jolst Series (in.) Stiffener Size Type Number Nails sso 3'-6" 5-0" s'-o" 7'-s" 1a-a' 4'-0° s'-s" s'-s° s'-o" s'-o" nails when possible. 9g Clinch nails when possible. 1 a typical End Intermediate 110 1'-0" 1'-0" 1'-s" z'-s" a'-o" a'-s" a'-s" 1'-0" 1'-6" 2'-6" 4'-0" 7'-0" 7'-0" s'-s" a p See fastener P. 1Y8"TS'Rim Board or 1Ya" �� Q�ca 5 „ 5 ,,,,, 210 T-0" T-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" 3'-0" 4'-6" 8'-0" 8'-0" 10'-0" ttj ]I IL table below. Maintain E t`! 110 All /8 x 2/s 8d 2"distance(minimum)from or 1Yz"TimberStrand' LSL. tt%" 230 1'-0" z'-o" 2'-6" 3'-6" s'-0" 5'-6" 10'-0" 1'-0" 2'-6" 3'-6" 5'-0" a'-s" s'-o" 1o'-s" � � z�H 210 All Y4'x 2516'(" 360 2'-0" 3'-0" 4'-0" 5-6" 7'0" T-6" 11'0" 2'-0.. 3'-6" 5'0" 7'0" 9'6" 9'-6" 11'-0" O H edge of ledger to fastener. 230&360 All 8"x 25/s'"' (0.113"x 2Y2') 3 3 5so T-6" 3'-0" 4'-6" 5'-6" a'-0" s'-s" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 11%0" 12'-o" d m t] Top mount Option#2: hanger 2x_strapping installed at Y3 16d 110 r-o" r-o" r-o" r-o" z'-o" r-s" a'-s" s'-s" T-o" T-o" T-o" z-s" s'-o" s'-o" s'-o° 1z'-o" ����s�� O�'q' Fastener Allowable Load''(lbs/bolt) 560 All 2x4'2' ( , 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" 6'-0" T-0" 10'-0" 13'-0" O 0-1 Q Backer block Y2'"Through bolt joist-span locations using two 0.135"X 3/2) 14" 230 1'-0" 1'-0" 1'-0" 2'-0" 3'-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" tF�I O } Face mount Rim Board Material y2'lag bolt y"Through bolt with Air Space 2Y2'screws per joist,typical 4 4 3s0 1'-0" 1'-0" z'-o" 3'-s" s'-s" s'-o" s'-s" 1z'-s" 1'-0" 2'-0" a'-o" s'-s" 9'-0" 10'-0" 1z'-o" 14'-0" z U m h both sides of web 18" hanger with single TJI' joist 1y8'TJ` Rim Board 480 695 16d 5 5 560 r-o^ 1-0" r-s" 3'-s" s'-s" s'-s" 9'-6" 13'-6" T-o" 3'-0° s'-o" T-o" 10'-0° 11-o" 13'-s" 15-0" 1 4'TimberStrand LSL 610 725 6151dj Option#3: 560D 20 2x4'2' 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" F-6" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 4-6" 6-6" 1T-6" 15'-0" V O~M W Directly applied ceiling 22"'3' (0.135"x 3Yz") 6 11 �' w O Web stiffeners required if sides of With to mount hangers,backer block required only 1 Y2'TimberStrand LSL 675 725 6 13 1'-0" 1'-0" 1'-0" 3'-s" s'-o" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 10'-0" 12'-6" 16'-0" _ J lu 1L P g H3 Corrosion-resistant fasteners required for wet-service applications. W 24 16" 230 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 2'-0" 4'-0" 6'-6" 11'-0" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" 6'-0" 10'-6" 13'-s" 16'-6" Q TF$ z V W H1 hanger do not laterally support at H2 for downward loads exceeding 250 lbs or for uplift (1)Corrosion-resists q pP PB1 When specified on the layout, one of O 3 �� �• - g P LA 2 Allowable load determined in accordance with ASTM D7672. O (1)PS1 or PS2 sheathing,face grain vertical 3so 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" a'-o" s' J o��� = O least of TJI oast to flange O O ( ) O O /8 ) P g conditions.For nailing requirements see page 5,TJ- O the bracingoptions above is required 9001, Weyerhaeuser installation Guide for Floor and (3)1ya"TJ`Rim Board is allowed with joist depths<_16"only. p q (2)Construction grade or better 5so } z (4)Maximum y2"shimmed air space. (3)Web stiffeners are always required for 22 and 24"TJI 560D Joists 4" 6" T' 8" 10" 12" 14Y 16%4" 4" 6" 7" 8" 10" 12" 14ya' 16% S T O Roof Framing,TJ-9001. FASTENING of FLOOR PANELS 360 1'-0" T-0" T-6" 3'-0" 6'-0" 9'-0" 14'-6" 1'-0" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-0"BEAM DETAILS FILLER and BACKER BLOCK SIZES 18 �n Guidelines for Closest L Center Spacing per Row 560 1'-0" 1'-0" T-0" 2'-0" 6'-0" 10'-0" 15'-6" 1'-0" 6'-0" 8'-6" 11'-6" 16'-6" 18'-0" 19'-6" W Q~ O TJI.11)(2) Rim Board 1 y4• TJI"Joists 110 210 230 or 360 360 560 560D 20 360 1'-0" 1'-0" 1'-0" 1'-0" 3'-0" s'-o" 11'-0" 15'-0" 1'-0" 1'-s" a'-o" 7'-0" 12'-s" 16'-6" z t t U Nail Size 110,210, 360 and TimberStrand"LSL TimberStrari Microllam" Parallam 5so19'-0" 20'-6" ! 1Ya"TJ`" Depth 9Y2"-11�/a" 14"-16" 9Y"-11 Ya'• 14"-16" 9Yz"-11%" 14"-16" 18"-20" 11% 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side V N IC O BEARING FOR DOOR BEAM TO BEAM BEARING AT or wider LVL PSL • Leave)' of web(minimum)at top and bottom of hole.DO NOT cut'oist flanges. tT 0 BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and" 53" Rim Board 1y," 1Y2' 8d(0.113"x 2Y2'1:8d(0.131"x 2�") 4" 3" 6" 4" 3" 3" 4" 4" Filler Block I+) 2X6 �g 2x6+'/s" 2x8+%e' 2x6+Yz' 2x8+y2" 2x12+yZ' Two Two Two Four 3/"x 15" • Tables are based on uniform load tables in current design literature. V pt U � V Strap per Code If t0 late 4"(3) 4"131 g' 4" 3" 3" 5" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located O O 1X8'TJ'r Rim Board or p P p P 10d(0.148"x 3"),12d(0.148"x 3Y4'") 2x6+3/" 2x10+3/" 2x6+y" 2x10+y2" at the center of the joist span provided that no other holes occur in the joist. -F u °z V V u } 1Ya"or 1 Y2'TimberStrand isnot continuous over LSL or blocking for lateral header 16d(0.162"x 3Yi') 6 e' 16"(41 6"(5) 6"(5) 6"(6) 8"(4) 6" Cantilever Filler 2x6 2x10 sheathing sheathing sheathing sheathing NOt Not applicable ri fQ (Detail E4) 4'-0"long 6'-0"long applicable _V��j O Q�N U O z support (1)Stagger nails when using 4"on-center spacing and maintain ya"joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6-0"long 4'-0 long 6'-0"long ALLOWABLE HOLES - Headers and BeamsTit- pp panel edges)for diaphragms.Fasteners cin for TJI' joists in diaphragm a applications cannot be less than shown in table.When fastener spacing for + 0 O g ) spacing ) PP Backer Block(1 2 For non-diaphragm than m aci licshowations,multiplerowsof fastelnersnare permitted iFthe rows are offset joists. (Detail F1 8"ora/4" %4"or%e' 2/e'or 1"Net 2x6 2x8 2x12 Two%4'x 15" .55E TimberStrand® LSL Headers and Beams D Q xMUM Strap per code if top ; . ( ) blocking P 9 P PPg p 9 g offset at least'/' and staggered. or H2) sheathingplate is not continuous (3)With 10d(0.148"x 1'/z')nails,spacing can be reduced to 3"on-center for light gauge steel straps. I inimu )2 x diameter o t e • Filler 16d(0.135"x 3 z") sagest hole(m- ' m 10d 0.128"x 3" over column Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than%"(to minimize splitting). Nail Size ( ) 1 Od(0.128"x 3") hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than ly4'(to minimize splitting). Backer Protect untreated y3 depth Allowed hole zone Column Face mount (6)Can be reduced to 3y2"on-center if nail penetration into the narrow edge is no more than 1y4"(to minimize splitting). Filler 15 one side 15 each side 25 each side wood from direct .Recommended nailingis 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Nail 15 hanger Quantity(2) Backer 15 15 15 V V V [Q g contact with commendations listed above. concrete Maximum nail spacing for TJI`joists is 18"on-center. ° L3 See current Weyerhaeuser L4 " nails if minimum penetration of 1"into the TJI joist or rim board is achieved. (1)a necessary,increase filler and backer aiock height for face mount hangers and maintain "gap at top of lois[;see detail W Filler and backer block o 0 0 0 1 He E TimberStrand©LSL L1 L2 O O =14 ga.staples may be substituted for 8d(0.113"X�) pe 1 dimensions should accomodate required nailing wnthout splitting(12"minimum for backer blocks and 24"minimum for filler blocks) ° O O literature for framing connectors To minimize splitting,maintain edge distance and row spacing of 2%x nail diameter or%",whichever is greater. (2)Clinch nails when possible. Header or Beam Maximum Round Nailing rows must be offset at least y2'and staggered. Depth Hole Size ii For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuserinstallation Guide for Floor Six!Roof Framing, TJ-9001. 9 4-1 21 3„ Multiple-Member Connections for Top-Loaded Beams Joists must d laterally c 8" 11y;'-11%8' 3Y8' cantilever and end bearings by blocking 14"-16" qs/8' Fastener Installation Requirements TJI®joist floor framing does E1 panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Piece #of Fastener not require bridging Or a rim board or rim joist. • Allowed hole zone suitable for headers and beams with Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both q g g uniform and/or concentrated loads anywhere along the member. z sides,stagger fasteners on the second mid-span blocking • Round holes only 10d nails 3" 3'2' • No holes in headers or beams in plank orientation. BEARING AT 12" side so they fall halfway between COLUMN 2 12d-16d nails 3 Y4' 2'2j One side fasteners on the first side. 0L H W Screws 3%"or 3Yz" 2 24" Al W 3" 3 H2 Other Trus Joist@ Headers and Beams � o LVIL 10d nails 'Z) betweenr joists DO NOT overhan seat cuts 12" Both sides DO NOT bevel cut joist ) 9 1.3E TimberStrand and Parallam PSL 12d-16d nails 3 Y4' 2"' beyond inside face of wall. EZ on beams beyond the inside LSL hole zone hole zone 2 x diameter of the Y3 depth Z � 3 3 1 Both sides 13�" 3/8'or 3/2' Load must be applie my across 3. largest hole(minimum) Screws 2 24" face of support member. _ One side entire beam width.r noise,use of NOT cut,notch ordain N 5" • connections for;' {ed beams. holes in headers ou•beams z � verif column ca acit 10d nails"' 3" 3"' 12„ One side and beam bearing (per ply) d except as indicated in O W O P Y L5 Y 12d-16d nails'3' 3 Y4" 2''' ° ° ° illustrations and tables. V (� Z length.See current 4 ° ° ° O Weyerhaeuser literature. 5"or 6" Both sides CS Y Screws 6 Y4' 2 24 One side L6 Multiple pieces can be nailed or bolte thea to TJI`'rim joist form a header or beam of the requirF ee,up to a 1 Microllam° LVL and other Trus Joist®Beams N m ff) 1Y"TJ'Rim Board or Parallam'"PSL Header or Beam Maximum Round N 0 5"or 6" middle Y3 span 4/a" Both sides maximum width of 7" L3 3 1Y4'or 1 Y2'TimberStrand'e LSL. allowed hole zone Depth Hcle size N 2 Screws 6 3/„ 2 24 One side A2 3y" Y2'bolts 8" 2 24" - 5 2' 1%4' L1 d 1.3E TimberStrand® LSL allowed hole zone d 7y4'-20" 2" (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW, USP WS,or TrussLOK"' g1 See illustration for Allowed Hole zone - # COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 n ectin 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes m N (3)When connecting p Y B2 • Allowed hole zone suitable for headers and beams with uniformloadson y. • Round holes only BEAM ON NAILING AT BEARING (FLOOR) (5 • No holes in cantilevers. COLUMN CAP 63 • No holes in headers or beams in plank orientation. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist (Load bearing wall above) O Use B1 or B2 at 1Y"TJ"'Rim Board or Joist may be shifted ur if 1Y4'or 1 Y2"TimberStrand' LSL. One 10d(0.128"x 3") floor panel edge is su A P B4 intermediate bearings One 8d(0.113"x 2y") nail into each flange and span rating is not led. with load bearing or nail each side. Drive Do not cut joist flange braced/shear wall nails at an angle at Plur Drop 7- least 1�"from end. from above F End of joists P1 at centerline L2 _ Z 3y"minimum 7� of support '' 1.4 intermediate bearing Also ietai182 r f^ O .4- intermediate BASE 1 Y4'minimum end bearing I V 1 lu single-family applications 5Y4'may be required �- H1 0 _ O for maximum V Shear transfer:Connections equivalent capacity ) VLU 1� to floor panel nailing schedule o Rim to TJI®Joist o t 1%"TJ`Rim Board, TJI' 560 Wit:Toe E -mal joist is r ed o o DO NOT use sawnlu .�='' :1;'• 1%"or 1 Y2'TimberStrand` LSL. O L;`,'.:,.• nail with 10d x 3") flc nel edge is )ported L4 *+-' or TJI. 110 rim joist: nails,one de of -� ori sting is ded. •' Exterior Deck lumber for rim " r-� ,. O LA board or blocking, One 10d(0.131"x 3")nail into TJ ,range TJ 1")560 o Attachment P2 each flange '• - - as it may shrink n floorjoist -•: Structural after installation. O ` and 360 rim joist: O OL TJI 210,230,a J -� INSTALLAT' N TIPS sheathing Use only One 16d(0.135"x 3Y2")nail into o O lu ELEVATED each flange. L •Subfloor adhesive w ,rove floor p, ,Hance,but o engineered lumber. lu I"360 rim joist. may not be required. O O COLUMN BASE 3 With depths>16",use TJ 1 Top O Safety bracing(1x4 ,^ 1/a"minimum bearing Locate rim board joint between jc .Squash blocks and blo, gnels 4 stacked Protect untreated wood o minimum)at Won-center(6' J vertical loads(details F a B2). F q out the web from direct contact with See ALLOWABLE on-center for TJI' 110 joists)and BEAM ATTACHMENT at BEf, .G O H3 HOLES extended to a braced end wall. z of a TJI' joist(with weF Jeners)is.) substitute concrete at knockouts for squash blocks or h ing panels. at approximately Fasten at each joist with TJ"'Rim Board or 12"on-center two 8d(0.113"x 2Y2')nails minimum Q or 1 Y2'TimberStrand LSL. .When joists are doublE �n-load t ig parallel (see WARNING). partitions,space joists e e wid: 1e wall for Bearing plate to be plumbing or HVAC. ® TM flush with inside face Q Optional �' ✓ of wall or beam See framing plan(if applicable)or drop see deter . m m m `" P3 non-shrink Drive nails at an stallafion Guide for Floor •Additional joist at plur i p( , rout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser In 14 N O � 0 9 and Roof Framing, TJ 9000. For minimum w side of member at bearing, splitting of plate �r11 WIl1Sel1SeC 11/2'minimum from end lin end and intermediate bearing lengths. (Y O Q IV � O W z i TJI Joist In Guide TJ-9006 which should be referenced for additional information. C ed as a su lement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ 9001, and the Deep Depth Trus Joist This sheet is intend pp o a � o " TABLE R602.3(5) S 1 ZE, HEIGHT AND SPACING OF WOOD STUDS g f.. .`.. TABLE 8602.3(1) TABLE 8602.3(1) BEARING WALLS �. FASTENING 50HEDULE FASTENING 5GHEDULE CONTINUED NON-BEARING WALLS T NUMBER ANDMAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPAGIN6 WHEN ITE DESCRIPTION OF BUILDING ELEMENTS FASTENER TYPE 5PAGING AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPAGIN6 OF FASTENERS MAXIMUM SPACING WHEN LATERALLY LATERALLY A R C H I t E C 7 5 OF FASTENER OF FASTENER ")S� STUD SIZE LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, SUPPORTING TWO UNSUPPORTED UNSUPPORTED ED6E5� INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS AROOF-CEILING PLUS AROOF-CEILING - TODD O'CONNELL ROOF (INCHES SUPPORTS ep (INCHES) HEIGHT g (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE 5UPPORTIN6 ONE FLOOR STUD HEIGHT STUD HEIGHT a' I ARCH ITECT P.C. 4-8d BOX ON X0.115")OR 11NCHE5) HEIGHT g (INCHES) g (FEET) g (FEET) WOOD STRUCTURAL PANELS,SUBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND PARTICLE BOARD HALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) B KING BETWEEN GEILIN6 JOISTS OR RAFTERS 5-10 COMMON(2)5•X0.151');OR TOE NAIL SHEATHIN6 TO FRAMING[SEE TABLE 8602.5(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] TO TOP PLATE 5-IOd SOX(2)<s"X0.128");OR ' 3-3"X0.131"NAILS bd COMMON 2"X0.113" NAIL 5U5FLOO1;k f TODD O'CO N N E LL AIA 30 "-)�• MCOMMON(2)4'X0.131")NAIL(roof);or R5R5-06 12 (2 s "x 0.113")nail(roof) 1200 Veterans Memorial Highway 4-8d BOX(2 �"X0.113")OR Suite mo 5-8d COMMON(2 X2'X0.131');OR 31 1�(2"- I' 8d COMMON NAIL(2)4'X0.131");or RSRS-OI; f 2 GEILIN6 JOISTS TO TOP PLATE PER JOIST,TOE NAIL (2 3/a'X 0.113')nail (roof) b I2 Hauppauge,120 NY 11788 3-IOd BOX(2)4"X0.128");OR 5-5'X0.151" NAILS " 1 IOd COMMON(5"X0.148")NAIL;OR 52 I)e - I)a' bd(2 J4"X0.131")DEFORMED NAIL 6 12 GEILIN6 JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-lod BOX(3"X0.128•)OR P(631)650-6666 5 LAPS OVER PARTITIONS 5-I6d COMMON(3)2"X0.162");OR OTHER WALL SHEATHING (see Section Rb0252 and Table 60252) 4-3"X0.131"NAILS FACE NAIL 55 )5•STRUCTURAL CELLULOSIC FIBERBOARD IV GALVANIZED ROOFING NAIL,7(6 HEAD F(631)650-6667 SHEATHING DIAMETER,ORI Y4"LONG Ib ga.STAPLE Ws 6 C(516) 658-0325ITH I6 Ne"or I"GROWN 2X4 10 24c c GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER -- 24 «. .. 4 TABLE 8802.52 S I %"GALVANIZED ROOFING NAIL,7(b" HEAD 2X6 10 10 l b jt r[rt�J (HEEL JOINT)(see Section 8802'52.and Table 88025 2) FACE NAIL 54 SHEATSHT�TURAL CELLULOSIC FIBERBOARD DIAME TER,OR 114' LONG Ib ga.STAPLE WITH 3 6 24 24 16 24 204- 2Q 7(6"OR I'GROWN s.rl;(;(n;�,f,�l"rJali�fi�.Ct;1ii FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm 4-IOd BOX(3"X0.128")OR d 114"GALVANIZED ROOFING NAIL;STAPLE COLLAR TIE TO RAFTER,FADE NAIL OR I Y4"X 20 a 55 14'GYPSUM SHEATHING GALVANIZED, 114"LONG;1 Y4"SCREWS, 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 5 9 5-IOd COMMON 0)2"X0.148");OR 1 7 RIDGE STRAP TO RAFTER 4-5^X0.131"NAILS PAGE NAIL EACH RAFTER TYPE w OR 5 SIDE OR BRID61N6 SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HE16HT ARE PERMITTED 56 S/e"GYPSUM SHEATHING 13'4^GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 6ALVANizED, I %v sGREW9,TYPE w ort s b. SHALL NOT BE USED IN EXTERIOR WALLS 5-Ibd BOX NAILS I S(5"13.I OR 2 TOE NAILS IL ONE SIDE WOOD STRUSTRUAL PANELS,COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO f b RAFTER OR ROOF TRUSS TO PLATE 5-IOd COMMON NAILS(5"X0.148");OR AND I TOE NAIL ON OPPOSITE 4-I0d BOX(3"X0.126");OR SIDE OF EACH RAFTER OR 5'1 s/4"AND LESS bd DEFORMED(2•x0.120")NAIL;OR 2X6 OR THE 5TUD5 SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 4-3"X0.131"NAILS TRU55 I 6d COMMON(2)4"X0.131')NAIL b 12 bd COMMON(2"X0.131')NAIL;OR ` 4-Ibd (3I"X0.135"9 OR 38 70' - I" 6 12 TABLE 8602.10.4- BRACING METHODS , 3-IOd COMMON(3"X0.148");OR bd DEFORMED(215"X0.120')NAIL � }� tr wv{ TOE NAIL , 4- "X Box C3°x0.128");OR IOd COMMON(5'x0.146)NAIL;OR METHODS MATERIAL MINIMUM THIGKESS FIGURE GONNEGTION CRITERIA ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER % '1 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS 39 I Ye'- I)4" 6d DEFORMED(2 N'XO.12O') NAIL b 12 FASTENERS 5PAGIN5 TABLE R301.1 {' . m = ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM 3-Ibd BOX(3 'X0.135")OR FOR 5I 1 Inch 25.4 m,I foot 304.8 mm,I MILE PER HOUR: 0.44-1 m/s;I ksi - 6.695 MPa 2-16d COMMON(315"X0.162");OR TOE NAIL LE EXTERIOR 5HEATHING PER ALLOWAB ) 5-I0d BOX(5"X0.1289;OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWI5E TABLE 8602.5(3) b"ED6E5 12"FIELD STRUCTURAL MEMBER STATED.NAILS USED FOR FRAMING AND SHEATHING CS-Pep 5-3'X0.151'NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN, 60 K51 FOR SHANK DIAMETER OF 0.19DEFLECTION 2 INCH(20d CONTINUOUSLY SHEATHED '-' WALL COMMON NAIL),90 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0111 INCH,AND 100 K51 FOR SHANK W00P STRUCTURAL PANEL /8�I RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 ' Ibd COMMON(314"X0,162") 24"O.G.FACE NAIL DIAMETERS OF 0.142 INCH R LESS. INTERIOR SHEATHING PER WITH NO FINISHED GEILIN6 ATTACHED TO Q H n TABLE 8602.3(1)or 86023(2) VARIES BY FASTENER IOd(3"X0.128");OR c b.STAPLES ARE 16 GAGE WIRE AND HAVE A MINIMUM"1116-INCH ON DIAMETER GROWN WIDTH. RAFTERS r 6 STUD TO STUD NOT AT BRACED WALL PANELS) .NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 4b INCHES OR GREATER. INTERIOR WALLS AND PARTITIONS H/180 (y 5"X0.131')NAILS I6' 4 O.G.FACE NAIL d.FOUR-FOOT BY 6-FOOT OR 4-FOOT BY -FOOT PANELS SHALL BE APPLIED VERTICALLY. e.SPAGIN6 OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.5(2). FLOORS Ibd BOX(15NX0.155");OR f.WHERE THE ULTIMATE DE516N WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTAGHINS WOOD STRUCTURAL PANEL ROOF SHEATHING TO CS-6 L/360 tf) O 9 STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL 3"X0.131' NAILS 12'O.G.FACE NAIL GABLE END WALL FRAMING SHALL BE SPACED b INCHES ON CENTER.WHERE THE ULTIMATE DE516N WIND SPEED l5 GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED GEILIN6 WITH BRITTLE FINISHES (INCLUDING ZQ # CORNERS(AT BRACED WALL PANELS) NAILS FOR ATTAGHIN6 PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE r�PgGEp b INCHES ON CENTER FOR MINIMUM 48 INCH 3/8ii 5E�METHOD G5-W5P SEE METHOD GS-W5P L/36O ,\ Ibd COMMON(5)2"X0.162") Ib"O.G.FADE NAIL K HOOD J CENT TO& PANEL PLASTER AND STUCCO) < V DISTANCE FROM RIDOE5,EAVES AND(SABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. Z ADJACENT TO GARAGE g.GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD 51�ATHIN6 OPENIN65 CEILINGS WITH FLEXIBLE FINISHES (INGLUDIN6 J Ibd COMMON 0314"X0.162") Ib"OZ.EACH EDGE FAGS NAIL SHALL CONFORM TO ASTM G 208. GYPSUM BOARD) L/240 --I 10 BUILT-UP HEADER(2"TO 2" HEADER WITH 15"SPACER) h.SPAGIN6 OF FASTENERS ON FLOOR 5HEATH IN6 EDOE5 APPLIES TO PANEL ED6M SUPPORTED BY FRAMING MEMBERS AND REQUIRED IQ z Ibd BOX(314"X0.135') 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPAGIN6 OF FA6TENER5 ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES L SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOGKIN6 OF ROOF OR FLOOR SHEATHING PANEL ED6E5 PERPENDICULAR TO ALL OTHER STRUCTURAL MEMBERS L/240 O 5-8d BOX(2)4"X0.115");OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PRO VI510N5 OF THIS GODS.FLOOR PERIMETER SHALL BE EXTERIOR WALLS - WIND LOAD" WITH PLASTER OR H/360 Z II CONTINUOUS HEADER TO STUD 4-10 COMMON(2)4"X0.151");OR TOE NAIL FORTED BY FRAMING MEMBERS OR SOLID BLOCKING, j STUCCO FINISHES 4-IOd BOX(3"X0.128" 1 WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE T'Wo TOE NAILS D, CONTINUOUSLY SHEATHED 7�6° SEE SECTION 8602.106.4 SEE SECTION 8602.106.4 ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON EXTERIOR WALLS - WIND LOADSa WITH OTHER H/240 u Ibd COMMON(314"X0.162") Ib"O.G.FACE NAIL THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. _Z PORTAL FRAM BRITTLE FINISHES F �Wly 12 TOP PLATE TO TOP PLATE IOd BOX(3'X0.128");OR RZ,F V O O 5"x0,151•)NAILS 12•O.C.FACE NAIL U EXTERIOR WALLS - WIND LOADSa WITH FLEXIBLE H/120d ° m Q Q 0 TABLE 8802.11 RAFTER OR TRUSS UPLIFT CONNECTION FORGES 8-16d COMMON(3 j"X0.162");OR FACE NAIL ON EACH SIDE OF I)4" Ion X 0.12 dia. FINISHES. ab c d e.l'ah (for)2"th cl k sheathing) 13 DOUBLE TOP PLATE SPLICE 12-Ibd BOX(314"X0.135");OR END JOINT(MINIMUM 24"LAP FROM WIND (ASD) (POUNDS PER CONNECTION) -f d y2;� Or 25L �� o } 12-10d BOX(5"X0.128");OR SPLICE LENGTH EACH SIDE OF CSFB /32 for 1 34' long X 0.12 dia. O 12-5'X0.131'NAILS END JOINT) EXPOSURE B CONTINUOUSLY SHEATHED maximum 16° (for%' thick sheathing) 5"EDeEs 6"FIELD LINTELS SUPPORTING MASONRY VENEER WALLSe L/600 F1 F nF s W�[lu j STRUCTURAL FIBERBOARD galvanized roofing Halls or 8 common NOTE: L=SPAN LENGTH, H=SPAN HEIGHT QW-O �0 ULTIMATE DESIGN WIND SPEED Vult (mph) Stud spacing (214" long X 0.131"ala)nails Cl. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS a O lu RAFTER OR ROOF SPAN 130 mph 140 mph HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN Q`�u r 9 @ N v TRU55 SPACING (FEET) AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS S o O ROOF PITCH ROOF PITCH FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm, I degree = 0.0175 rad, I pound per square foot=4'1.8 N/mZ, I mile per hour = 0.44? m/s. OBTAINED FROM THE TABLE 8301.2(2). } xz - U H 11 Ibd COMMON(314x0,162") Ib'O.G.FAGS NAIL <5:12 >5:12 <5:12 >5:12 a. Adhesive attachment of Hal I sheathing Including Method GB, shall I not be permitted in 5cismic Design Gate, orles G, D and D Icy o d g g o Di 2 b. FOR CANTILEVER MEMBERS L SHALL BE TAKEN A5 TWICE BOTTOM PLATE TO JOINT,RIM JOIST,BAND J015T OR V� b. Applies to panels next to ora a door opening where Supporting able end wall or roof load only. Shall only be used on one wall Q 14 Ibd BOX(3 NAILS OR 12 65 88 122 113 pp p g g p g pp g g y y THE LENGTH OF THE CANTILEVER. 9 F� Q o BLOCKING Mot AT BRACED WALL PANELS) 5„X0.151•)NAILS 12" O.G.FACE NAIL of the garage. In Seismic Design Categories Do, DI, and D2 roof covering dead load shall not exceed 3 psf. G. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN a ' o o 18 122 112 157 146 C. Garage openings adjacent to a Method G5-G panel shall be provided with a header In accordance with Table RbO2.5 (1). A full ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO 94N- 5-Ibd BOX(314"X0.135"); 21 5 EACH Ib"O.G.FACE NAIL 2`1• 147 137 172 178 height Clear opening shall not be permitted to a Method G5-6 panel. 15 BOTTOM PLATE R JOINT,RIM PLANEJOIST,BAND JOIST OR 2-Ibd COMMON(5)2"X0.162");OR 2 EACH Ib'O.G.FACE NAIL 12" O.C. 28 167 153 216 200 GONERS NOT SUPPORTING EDGE OF GLA55 THE CONTINUOUS Q d. Method GS-SFB does nota I In Seismic Desl n Categories D D D ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF u N u o_ BLOCKING AT BRACED WALL P,4T�L5) 4-s"X0.151"NAILS 4 EACH I6"O.G.FACE NAIL 32 185 170 240 222 pp y g g o, 1 , 2. o 36 203 186 264 244 e. Method applies to detached one and two-family dwellings in Seismic Design Categories Dothrough D2only. GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED W�, Q 4-16 BOX(2 "x0.113");OR 42 230 211 300 2-18 L/1'15 FOR EACH GLA55 LITE OR L/60 FOR THE ENTIRE 2����� 5-Ibd BOX(5)2"x),,xO.I;OR 48 258 236 336 311 LENGTH OF THE MEMBER, WHICHEVER IS MORE STRINGENT. 1L ' w 4-10 COMMON O.12^xo.lsl");OR TOE NAIL 12 126 11-1 162 150 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF -'' o o O 4-IOd BOX(3"X0.126");OR Ib TOP OR BOTTOM PLATE TO STUD 4-5"X 0.131 NAILS 18 162 147 207 174 TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANI ADDITIONS OR PATIO GONERS, THE TOTAL LOAD O a �'� Z 5-I6d BOX(3�^x)."XO;OR 24 2 10 255 23"1 5UNDEFLECTION SHALL NOT EXCEED L/120. ~ � T O o Z 2-I6a COMMON('314"x0.162");OR END NAIL I6" O.G. 28 222 203 287 266 EQUIVALENT U-FACTORS �'�� � � d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYP5UM 44- Q Q 3-10d BOX(3•x0.126");OR 32 246 226 317 265 BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE 4 < 5-3'X0.131' NAILS 36 270 24-1 351 325 DEFLECTION OF H/180. 4 4 N o o p 42 306 281 366 370 CLIMATE ZONE FENESTRATION SKYLIGHT GEILIN6 WALL MA55 WALL FLOOR BASEMENT WALL CRAWL SPACE e. REFER TO SECTION 8103.8.2, s-Ioa Box C3'xo.126");OR 48 343 314 447 414 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-Ibd COMMON(3)4•x0.162");OR FRAME UI-FACTORU -FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE -VALUE U-VALUE WALL UI-VALUE NAILS FAGS NAIL EXPOSURE G 5-5d Box(2 "Xo.115•);OR ULTIMATE DE516N WIND SPEED Vult (mph) V U U [Q 18 1"BRACE TO EACH STUD AND PLATE 2-8d COMMON(215"Xo.I5I'9;OR 4 0.32 0.55 0.026 0.060 O.OQB 0.04"1 0.05Q 0.065 2-lod Box(5"x0.126");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph 2 STAPLES 1 °/4 TRUSS SPACING (FEET) xo. ,oR 2-8d COMMON(2)5"X0.151");OR ROOF PITCH ROOF PITCH 5 0.30 0.55 0.026 0.060 0.082 0.055 0.050 0.055 19 r X b"SHEATHIN6 TO EACH BEA'RIN6 2-IOd BOX 0"X0.12b");OR <5:12 ?5:12 <5:12 >5:12 2 STAPLES,I"GROWN, Ibga.,l %"LON6 FACE NAIL PROPOSED AS MAX. -V.I.F. A5 MAX. AS MAX. 12 161 C1 178 186 AS MIN. AS MIN. AS MIN. N/A AS MIN. BOX OX(2 "X0.113");OR 18 208 175 257 242 5-8d COMMON(2)4'X0.151•);OR 24 256 237 31"1 278 3-10d BOX(3'x0.128");OR „ 28 287 267 358 335 20 I"X b"AND WIDER SHEATHING TO EACH BEARING 5 STAPLES,1'GRowN, lbga.,l a/4"LONG 12 O.G. 32 321 277 378 5,75 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE WIDER THAN I"X 8" z z FACE NAIL 36 353 327 438 411 4-8d BOX(2 X0.115I);OR 42 402 375 477 468 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT O < 5-95d COMMON(2)4"X0.1319;OR 48 450 420 560 524 4 ST Box(I"x OWN,);oR 12 214 201 263 247 Q, z 4 STAPLES,I"GROWN,Ibga.,l s/4"LONG FLOOR 111 18 277 257 342 322 GLAZED O24 340 318 422 376 CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION 4-5a Box(2 "x0.115");OR 28 384 358 416 446 CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE z v 5-8d COMMON(2)4"x0.131);OR I6" O.G. b be R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE d DEPTH WALL R-VALUE O z 21 JOIST TO SILL,TOP PLATE OR GIRDER 32 427 358 526 446 _--- U-FACTOR U-FACTO SHOO i c a e 5-IOd BOX(5"X0.128");OR TOE NAIL ------ -- ---- --- -- -- - ---- --- -------- - s-s•xo.lsl• NAILS 36 467 438 583 547 I 4 0.32 I 0.55 0.40 4q 20 OR 8/13 Iq to DONT. OR to GOVT. oR 42 535 464 664 622 i 13 + 5 h I to / SFT. 13 CAVITY O w bd BOX(2 "X0.113") 4"O.G.TOE NAIL 13 CAVITY I O 22 RIM JOIST,SAND JOIST OR BLOGfCIN6 TO SILL OR TOP bd COMMON(214"X0.131');OR 48 544 557 745 647 15 CONT. OR PLATE(ROOF APPLICATIONS ALSO) IOd BOX(5"X0.126");OR 6"O.G.TOE NAIL 5 0.30 0.55 NR 4q 20 OR h 13/17 5O g 15 CONT. OR 10 / SFT. (K v p z 5"x0.15l"NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, 15 + 5 1a CAVITY Icl CAVITY N m m 5-5d Box 2 °(2 ^;OR I POUND -0.454 I POUND PER 5QUARE FOOT = 4"1.4 N/m', 2-8d COMMON(2)2"xo.1s1");OR - �g- - I plf 14.6 N/m AS MAX. AS MAX. �••I O 2 I"X b"SUBFLOOR OR LE55 TO EACH JOIST 5-IOd BOX(5•x0.126");OR PROPOSED AS MAX. -V.I.F. _V I F -V I F AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. 2 STAPLES, I^GROWN,lbga.,l 5/4'LONG FACE NAIL a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF ry ry O p 5-I6d BOX(3)2'x0.135");OR HEIGHT AND WIND EXF05URE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 24 2'SUBFLOOR TO JOIST OR GIRDER 2-I6d COMMON(".514'X0.162") BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE - - TABLE UVNG THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE 25 2'PLANKS()'LANK dBEAM-FLOOR Q ROOF) 5-I6d BOX(514'X0.155");OR 2-16d COMMON(3)2'X0.162') AT EACH BEARING,FACE NAIL ADJUSTMENT COEFFICIENTS IN TABLE R301.2(3) SHALL NOT BE USED TO MULTIPLY THE TABLE R5012I . . ry TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF fn 5-Ibd COMMON(5 •xo.162") PLACEMENT OF LAG 50REW5 AND BOLTS IN DECK LEDOER5 AND BAND J015T5 lUlu 4-10 BOX(5'X0.128");OR HEIGHTS. 26 BAND OR RIM JOIST TO JOIST 4-5"X0.151"NAILS;0R b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND GEILIN6 4-5"x 14ga.STAPLES,all CRoWN END NAIL ASSEMBLY DEAD LOAD OF 15 P5F. MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS NAIL EACH R AS FO o G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF TOP EDGE BOTTOM EDGE ENDS ROW SPACING 20d COMMON(4'X0.142');OR 52"O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. AND STA66ERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE LEDGERa 2 1NCHESd71 5/4 INCH 2 INGHESb I "'/8 INGHESb IOd BOX(3"X0.128");OR 24' O.G.FACE NAIL AT TOP MULTIPLIED BY 0.15 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING AND BOTTOM STAGGERED ON BAND JOIST` 5/4 INCH 2 INCHES 2 INGHESb 15/8 INGHESb L BUILT-UP 61RDER5 AND BEAMS,2-INCH LUMBER LAYERS 5'X0.131'NAILS OPPOSITE SIDES CORNERS. AND: e. FOR BUILDIN65 WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED �R s1. i INCH-25.4 MM 2-1 0d COMMON(4'X0.192');OR FAGS NAIL LI ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THIS a. LAO SCRENS OR BOLTS SHALL BE STASOERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LED6ER IN ACCORDANCE WITH FIGURE R5o 12.1(1). Zy 3-IOd BOX(3"x0.128");OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED b. MAXIMUM 5 INCHES. LU f , 5-3"X0.151"NAILS FORGES. c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. �1 4-Ibd BOX(3�"x0.155')�R f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS THE UPLIFT d• THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAC'SCREWS OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R5o1.2.I(U. (� 26 LEDGER STRIP SUPPORTING J0151�5 OR RAFTERS 5-6d COMMON(314"X0.162");OR AT EACH JOIST OR RAFTER, , �] \ 4-I0d BOX(5"X0.128");OR FACE NAIL CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 plf FOR EACH FULL � 14• 'I 1 4-5"x0.151 NAILS WALL ABOVE. TABLE 860210.5 � O 1-�1 2`1 BRID51N6 OR BLOCKING TO JOIST 2-lod(5"X0.128")or 2-bd common EACH ENDg. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS DAO 12 X 0.131";or 2-3"x 0.131^)malls ,TOE NAIL .SHALL BE PERMITTED. MINIMUM LENGTH OF WALL ALL PANELS h. THE TABULATED FORGES FORA 12-INCH ON CENTER 5PAGING SHALL BE FERMI I ED TROD MINIMUM LENGTH (v TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. (INCHES) GONTR1Burlx6 ADJACENT CLEAR WALL HEIGHT LENGTH OPENING HEIGHT 6 FEET 9 FEET 10 FEET II FEET 12 FEET (INCHES) TABLE 8602.3(3) (INCHES) � > tu WOOD PANEL WALL SHEATHING FASTENING 50HEDULE a>,ti TABLE R507.2 ICS-ASP :j 64 24 27 50 53 56 ACTUAL Dix PANEL NAIL SPAGIN6 MINIMUM NAIL MINIMUM WOOD MINIMUM NOMINAL AXIMUM WALL ULTIMATE DE516N WIND DECK LEDGER CONNECTION TO BAND JOISTa1' (n O f sTRucTLazAL PANEL THICKNESS STUD SPAGIN6 SPEED vu1.r(M'") (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < <{-O PSF b �_ (�SIZE PENETRATION PANEL 51 AN (INCHES) (INCHES) ED6E5 FIELD WIND EXPOSURE CATEGORY - O (INCHES) RATIR7 (I bd COMMON NCHES O.G) (INCHES 0.0) B G D CONNECTION DETAILS JOIST SPAN O Is 2410 5/8 Ib b 12 140 115 110 6'AND LESS b' 1'TO 8' 6'I' TO 10' 10'1 TO 12' 12'1 TO 14' 14'1"TO Ib' 1611 TO 18' � 11 1 (20"X0.113") ON-CENTER SPAGIN6 OF FASTENERS A lu (2 COMMON Ib b 12 I?O 140 155 INCH DIAMETER LAC,SCREW c,d 50 25 18 15 15 II 10 U \J IU I.'►5 24/16 "1116 z (2.5'X0.131') 24 6 12 140 IIS 110 WITH A INCH MAXIMUM SHEATHING FOR 51: 1 Inch ■ 25.4 mm, I MILE PER HOLR ■ 0.44?m/s I INCH DIAMETER BOLT WITH j INCH 56 5b 54 29 24 21 19 z a.PANEL 57RENOTH AXIS PARALLEL OR PERPENDICULAR To SUPPORT. THREE-FLY PLYWOOD SHEATHING WITH STUD 5PAGIN6 MORE THAN Ib" MAXIMUM SHEATHING d K ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. INCHDI METER E3 LT WITH I-INCH 56 56 2924 21 18 ib Q/ b.TABLE BASED ON WIND PRESSURES AiTIN5 TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION R5012. MAXIMUM LATERAL$RAGING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. FOR 51. 1 Inch - 25.4 mm,i foot ■304.6 mm,I pound per square foot ■ 0.0419 kPa p c.WOOD STRUCTURAL PANELS WITH SPAN RATIN55 OF WALL-I6 OR WALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/0 a.Ledgers shall be flashed in accordance with Section R703.4 to prevent water from contracting the house band Joist. p SPAN RATING. PLYWOOD SIDING RATED Ib 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 act concurrently with live load. m f11 lLl WALL-I6 AND PLYWOOD SIDING ib O.G.SHALL BE USED WITH STUD5 SPACED NOT MORE THAN 16' ON CENTER. c.Tho tip of the lag screw shall fully extend beyond the in3lde face of the band Joist. d.Sheathing shall be wood structural panel or solid sawn lumber m O o.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. f(1 Z Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable O sheathing thickness where combined with wood panel or lumber sheathing. N Q O z LU Q O < v W p N p TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION I COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA00, ' A CONTINUOUS AIR BARRIER SHALL BE INSTALLED CONTINUOUS BEAD IN THE BUILDING ENVELOPE OF SEALANT I GENERAL REGZUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS ,A R1 4 t''t£ C_f ,. CONTINUOUS AIR BARRIER A SEALING MATERIAL - TODD O'CONNELL MANUFACTURED THIN-PROFILE „_� ARCHITECT P.C. ---EXISTING ATTIC, VENTILATION BAFFLE VENTED AIR SPACE BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE FLOOR RIGIp55EMBLY (FULL WIDTH ,,—ATTIC, INSULAITON SEALED TODD O'CONNELL, AIA INSULATION THE AIR BARRIER IN ANY DROPPED GEILIN6/5OFFIT — E ALIGNED WITH THE INSULATION AND ANY 1200 Veterans Memorial Highway SHALL B GEILIN6 / ATTIC THE INSULATION IN ANY DROPPED GEILIN6/SOFFIT CONTINUOUS MINIMAL PTIONAL ELEVATION OAFS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER Suite 120 EXPANDING FOAM AT CAVITY INSULATION ACCESS OFENIN65, DROP DOWN STAIRS OR KNEE Hauppauge,NY 11788 XPANDIN6 FOAM AROUND WALL DOORS TO UNCONDITIONED ATTICS SPACES P 631 650-6666 WINDOW PERIMETER •. / �` SHALL BE SEALED ( ) secnoN THE PERIMETER OF LOOSELY �� GUT R161D INSULATION NTINUOUS BEAD F(631) 650-6667 EILIN6 6YP5UM BOARD j OF SEALANT THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS O)= FRAME C(516)658-0325 AS AIR BARRIER I" RIGID INSULATION BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE EXISTING BAND J015T INSULATION WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE � NTINUOUS BEAD RETROFIT WITH 1 I/2"RI610 INSULATION XTERIOR INSULATED EXTERIOR WALLS TO BE SEALED OF R-5 PER INCH MINIMUM WINDOW UNIT A5 OF SEALANTWAEXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED AIR BARRIER ONTINUOUS BEAD a-00500 scale's/4° ■ r LL-0" KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT OF SEALANT THIN-PROFILE ATTIC EAVE BAFFLE AND VENT AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER k CONTINUOUS MINIMALWINDOWS, 5KYL16HT5, AND DOORS EXPANDING FOAM AT NTINUOUS MINIMAL 5-01004 5cale:5/4" ■ I'-0" THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WINDOW PERIMETER EXPANDING FOAM AT FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE WINDOW PERIMETER I SEALED fff , CONTINUOUS BEAD " GYPSUM BOARD ANUFAGTURED RECESSED LIGHT - OF SEALANT X4 BLOCKING ENCLOSURE RIM J015T RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED s°t` ATTIC INSULATION I I �GONTINUOUS BEAD EILIN6 JOISTS FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED I OF ADHESIVE ____ _ FLOORS (INCLUDING ABOVE GARAGES 8 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE . INDOW UNIT A5 �GONTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF SUBFLOOR DECKING, OR FLOOR FRAMING CAVITY OF SEALANT o AIR BARRIER INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH I LNLATED EXTERIOR THE TOP SIDE OF 5HEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND w CONTINUOUS MINIMAL R]OR WALL = EXTENDS FROM THE BOTTOM TO THE TOP OF ALL m EXPANDING FOAM AT SHEATHING XPANDIN6 FOAM SEALANT PERIMETER FLOOR FRAMING MEMBERS WINDOW PERIMETER A T PERIMETER 2-STUD CORNER WITH 1x4 BACKER [ ONTINUOU5 BEAD CRAWL 5PAGE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, r (V OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS RYWALL GEILIN6 1- # CONTINUOUS BEAD Ul F SEALANT 5-00006 Scale=5/4" ■ 1'-0' z I GE55ED LIGHT FIXTURE SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE H V I ONTINUOUS BEAD PENETRATIONS SHAFTS OPENING TO EXTERIOR OR ° ONTINUOUS BEAD M OF ADHESIVE UNCONDITIONED SPACE TO BE SEALED �_74 OF SEALANT M I CONTINUOUS BEAD ARs�1.WATaxe%WLl nNsINAmG BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT, OR Z (11 ONTINUOU5 SILL SEALER M OF SEALANT NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT O )- -FULL WIDTH OF MUDSILL ONTINUOUS BEAD 5-04041 Scale: 5/4" ■ r-o" NARROW CAVITIES ON INSTALLATION READILY CONFORMS TO THE AVAILABLE v Z OF ADHESIVE CAVITY SPACE FOUNDATION WALL I OF BEAD GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED ~ a AS AIR BARRIER ( OF SEALANT SPACE ONCRETE SLAB AS RECE55ED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE 0 0 0 ° IR BARRIER _ BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED MIN IN ��� 0 • e F7A•° --FLOOR ASSEMBLY LOCKING AS REQUIRED TO THE DRYWALL AIR TIGHT AND IG RATED ���' 9 CONTINUOUS BEAD YPSUM BOARD BOX PLUMBING AND WIRING BATT INSULATION SHALL BE OUT NEATLY TO FIT S w w m e ° e e F SEALANT ONTINUOU5 BEAD ENCLOSURE AROUND WIRING AND PLUMBINO IN EXTERIOR OF SEALANT HALLS, OR INSULATION THAT ON INSTALLATION ' o LH --� LH ATTIC INSULATION READILY CONFORMS TO AVAILABLE SPACE SHALL op V EXTEND BEHIND PIPING AND WIRING A119PPM � '` N V ONTINUOUS BEAD GEILIN6 JOIST THE AIR BARRIER INSTALLED AT EXTERIOR WALLS � O OF SEALANT SHOWER/TUB ON EXTERIOR WALL ADJACENT TO SHOWER5 AND TUBS SHALL EXTERIOR WALLS ADJACENT TO SHOWERS AND 1 z - v - NTERIOR 6YMSUM TUBS SHALL BE INSULATED MIN d WALLBOARD AS BARRIER � � SEPARATE THEM FROM THE SHOWERS AND TUBS �� -} ISONGEPTUAL AIR SEAL I NO STRATE5`r // GONICEPTUAL AIR SEAL I NO 5TRATEO**T' // _�� ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND 8 a O m CONCEPTUAL AIR SEALING STRATEGY EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR < U F- LOWER WALL SECTION UPPER WALL SECTION AT UPPER FLOOR BAND J015T AIR-SEAL BOXES SHALL BE INSTALLED o o 5-02011 Scales/4" ■ I'-0' 0 u ANDIN6 FOAM SEALANT HVAC REGISTER HVAC RE6I5TER BOOTS THAT PENETRATE BUILDING a N_ 5-02002 Scale: 5/4" = 1'-O" 5-02005 5Ca le: 5/4" = I'-O" w-`" pwD L-COAT PERIMETER BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THENTINUOU5 BEAD OF SUBFLOOR OR DRYWALL �� �o mvpvnvt °a iF" 6YP5UM BOARD RYALL CEILING CONGEALED SPRINKLERS _ a SEALANT WHEN REQUIRED TO BE SEALED CONGEALED FIRE � o o< W 5FRINKLER5 SHALL ONLY BE SEALED IN A MANNER P z o 2) LAYERS 2" RIGID INSULATION GE55ED LIGHT FIXTURE THAT 15 RECOMMENDED BY THE MANUFACTURER. RUN z INSTALL I" RIGID INSULATION INSTALLED DURING FRAMING CAULKING OR OTHER ADHESIVE SEALANTS SHALL GUT TO FIT BETWEEN THE —_— NOT BE USED TO FILL VOIDS BETWEEN FIRE MNE o o RAFTERS FROM SEAL BOTH Q I RI61D INSULATION SIDES ALONG RAFTER WITH AR SE&INS AT u6HTIN6 IN Arne SPRINKLER COVER PLATES AND WALLS OR ROUGH OUT AROUND EXPANDING FOAM SEALANT. CEILIN65 VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5.42040 Scale:5/4" ■ 1'-0" -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATIO SL ATED EXTERIOR MATERIALS R-VALUES �ATTIC INSULATION EMENT BACKERBOARD WITH EXPANDING RIOR WALL FOAM SEALANT !/ TUB SURROUND FINISH MATERIAL _FR_ INSTALL I" RI61D INSULATION 5HEATHING TUB UNIT --� - VERTICALLY TO CONNECT / 1 IN5ULATIN6 5HEATHIN6 TO RI61D 5--57UD CORNER WITH R161D INSULATION INSULATION BAFFLE. -� `- '-TUB SURROUND I BUILDING BOARD / FOAM SEAL BOTH JOINT / 5-0o00T 5cale:s/4" ■ I'-0' FROM CAVITY I CTAS f BEYONDSTU OONTII A N BEAD - I/ AT EXTERIOR WALL I OF SEALANT I 1 ONTINUOUS BEAD GYPSUM WALL BOARD V2") 0.45 ONTINUOU5 BEAD M ► 6YP5UM WALL BOARD (5/8") 0.5625 I RIGID INSULATION i OF SEALANT I INSULATED EXTERIOR I THIN PROFILE HAL z XTERIOR INSULATED " R151D INSULATION ( STUD WALL f 1 5HEATHIN6 PLYWOOD aZ ) 0.62 O < VIDE BLOCKING AT ( I ! JL WALL XTERIOR INSULATED STUD CAVITY AT 5HOWER ONTINUOUS BEA PLYWOOD (g/4") OA4 WALL AT EXTERIOR WALL l 1 ! 1 OF SEALANT W z0 I ONTINUOUS BEAD OF ( 1 Q F- I Il I TER O — SIDING v I" RI61D INSULATION A5 ATTIC EAVE BAFFLE GUT I"EXTERIOR INSULATION 5HEATHIN6 AS SEALANTNSTALL INR 5HEATHIN6PRIOR TO INSTALLATION OF � AROUND MANUFACTURED VENT ATTIC,EAVE BAFFLE AND VENT XPANDING FOAM z I I PREFAB FIREPLACE UNITZ 5-01006 5cale:5/4" = 1'-0" 5-01005 5calew5/4" = 1'..0" 1 l I ALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 1U I 1 --PREFAB ALUMINUM/ VINYL SIDING ly2" INSULATION) I.Bo O LU p TILE SURROUND FINISH I I FIREPLACE I � OOD FRAME v I RIGID INSULATION D z EMENT BACKERSOARD UNIT I , FLOOR ASSEMBLY NSTALL I 1 AT BOTH HORIZONTAL AND -INSULATED FLOORINGNSULATED EXTERIOR I I EXTERIOR O ry DRAINAGE FLAN I VERTICAL POSITIONS Q I (LEAVE�" GAP FOR EW XPANDING FOAM) STUD WALL ( I STUD WALL HARDWOOD FLOORING (5/4��) Ob8 d THIN PROFILE WALL 5HEATHIN6 1 AIR 5EALIN6 BEHIND TUB TH ( 1 WITHIN-PROFILE 5HEATHIN6//5ECTION TILE N ry O INSTALL EXPANDING FOAM 0.05 SEALANT AT INTENTIONAL OAFS ( 1 �: EXISTING FLOOR 1 5-0100q Scale:5/4" = 1'-O" CARPET WITH FIBER PAD 2.08 #' ATI RIGID INSULATIO CARPET WITH RUBBER PAD CONTINUOUS BEAD OF ASSEMBLY l 1 ® I i m N _ �, SEALANT 1.23 -CAVITY INSULATION ( ONTINUOUS BEAD OF 'ip`Zt MINIMUM �" DRIP I — I 1 5 PAN ELANT I" RIGID INSULATION I 1 ANUF. SHOWER _ AIR 5PAGE a2" UP TO 4") 1.00 I SOFFIT OLD XPANDING FOAM WOOD FLOOR ASSEMBLY-- �— OD FRAME FLOOR ROOFING Z I A55EMBLY ASPHALT SHINGLES 0.44 V �-- " WOOD SHINGLES O,cf7 .Z CAVITY TED CANTILEVER FLOOR// e e..•• �-u �z CAVITY INSULATION WITH I"RI61D INSULATION CLOSURE ` 5-0IOIq 5cale:s/4" ■ I'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED b OL_ THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY ATTIC INSULATION DOORS 5-01007 Scale:5/4" 5-01012 5-016:5/4" = 1'-0" .^ lu WOOD, SOLID GORE (I 5/4") 2.17 v , lu O INSULATED METAL DOOR (2") 15.00 EILIN6 FRAMING FLOOR _ � �� +i- II H HEATH INTERIOR OF LOOK DUCTILBOOT " RIGID ATTIC ACCESS TO ONTINUOU5 BEAD OF LEGTRIGAL WIRE POURED CONCRETE PER I" 0.08 INSULATION lu +1" OF INSULATION AGGE55 P - _ I I I I I I I I I I I I I I SEALANT ++ ANEL — LEVEL PLUMBING PI FLOOR TOP PLATE � RAW ACCESS PANEL TOP FLA nn SNUG WITH PERIMETER EXPANDING FOAM N5ULATED FLEXIBLE DUCT XPANDING FOAM O ���..(S TIE AT INNER LINER SEALANT ,tLu SEALANT ASTIG AT INNER LINER TRIM A5 REQUIRED ALL STUD FINISH CEILING WALL STU TIE AT OUTER LINER AIR SEALING AT ATTIC,HATCH//FINISH SCREWS AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 5-02022 5ca1a:5/4" = I'-0" 5-01025 50016:5/4" = 1'-0' 5-01055 Scales/4" = I'-0" 5-01024 Scala:5/4" = I'-0" In m z o Q 1 O z u' -wi � 0 0 � Q — _ Ak GENERAL CONDITIONS UNLESS OTHERWI5E NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: 2020 EGG OF NEW YORK STATE: TABLE I: MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R905.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS* AS PER ASCE CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.3: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 4/87 SHALL APPLY. THE CONTRACTOR BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED IN 7-16 - CHAPTER 3 TABLE 03.1 INSULATION THICKNESS IN INCHES BY PIPE SIZES PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE LOAD HEATED WATER NON-CIRCULATING RUNOUTS GIRGULATING MAINS AND BUNOUTS SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT 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 OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. BUILDING. (psf) _ :� f E NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N G 5 170-180 0.5 I.O 1.5 2 0 TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" TODD R G H Tt EO'COC S CT S AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO R402.2.4: ATTIC, OR CRAWL SPACE ACCESS - SHALL BE ARCHITECT P.C. THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO ACOUSTICAL FIBER BOARD 1.0 140-160 O.5 0.5 1.0 1.5 REASONABLY GLEAN AT ALL TIMES. BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN GYPSUM BOARD (per INCH thickness) 100-130 FIREPLACE OPENING WITH GLASS THE INSULATION ON THE SURROUNDING SURFACES. p 0.55 O'S 0.5 0.5 1.0 TODD O'CO N N E L L, A I A AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (1/2 INCHES) (2.2) CONTRACTOR SHALL REMOVE ALL NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM 8402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE (5/8 INCHES) (2.75) 1200 Veterans Memorial Highway HASTEMATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FORA COMBUSTIBLE MATERIALS AND 3" CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES Suite 120 Hauppauge,NY 11788 TG., GLEAN GLASS AND LEAVE WORK 8" FIR,EPLAGE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN STRICT SUSPENDED STEEL CHANNEL 5Y51'I=M 2.0 PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE P(631) 650-6666 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: R402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDING WOOD FURRING 5U5PEN51ON 5Y5TEM 2.5 TYPES RANGE (F) 2 RUNOUTS I AND LESS 1.25 TO 2 2,5 TO 4" F (631)650-6667 CARRY WORKMAN'S COMPENSATION AND GENERAL LIABILITY INSURANCE. CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH HEATING SYSTEMS C(516)658-0325 CONTRACTOR SHALL SUPPLY COLOR SIDE OF ALL NON-VENTED FRAMED THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE REQUIRED BY G O V E R I N G S, R o o F, AND W A L L ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING 5AMPLE5 OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. ASPHALT 5HINGLES 2.0 LOW TEMPERATURE CONTRACTOR SHOULD FULLY 120-200 0.5 1.0 1.0 1.5 t.r, r1t 'rr frlij�.r_r,; ,rri;; FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, 1/2-in. GUARANTEE HIS WORK AND THE WORK 2.0 STEAM CONDENSATE 5.5.0. 153 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOT- BOARDS (per Inch thickness) (FEED WATER) ANY I.O I.O 1.5 2.p OF HI5 SUBCONTRACTORS FORA TESTED AND VERIFIED AS HAVING < 3 ACH50 IN CZ4A, 5, AGA. y' PERIOD OF ONE YEAR AFTER CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE - FIBERBOARD COMPLETION OF THE PROJE°GT UNLESS 1.5 COOLING SYSTEMS FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE 0.8 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. POLYSTYRENE FOAM O.2 CHILLED WATER, REFRIGERANT 201-2 2 50 1.0 1.5 1.5 .0 ' OTHERWISE SPECIFIED. ALL WORK FACED FIBEROLA55 BATT INSULATION -MATERIALS AND EQUIPMENT MUST R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING URETHANE WITH FOAM FOAM 0.5 AND BRINE 120-200 +_05 1.O 1.0 1.5 5 BE PERFORMED IN FIRE BLOCKING BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-►n. THIGKNE55) o.4 ACCORDANCE WITH GOOD ;BUILDING BY BLOCKING SHALL BE PROVIDED, EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, I/2-In. 0.75 ; PRACTICES. THE CONTRACTOR SHALL AS PER SECTION 8502.13 OF THE WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN r' INDEMNIFY AND HOLD HARMLESS THE RESIDENTIAL GODS OF NEW YORK FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING SKYLIGHT, METAL FRAME, WIRE GLA55 8.0 WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. OWNER, ARCHITECT, AND THEIR AGENTS AND EMPLOYEES FROM AND STATE, TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER R403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD SHEATHING (PER INCH THICKNESS) 3.0 GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENIN55 (BOTH VERTICAL TO 6"BELOW FIN15HED GRADE UNLESS HEATING EQUIPMENT MUST BE BOXES SHALL BE SEALED. WATERPROOFING MEMBRANE REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM E IcIcIb AND A5TM E 1886 A5 tr•, AND HORIZONTAL). OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS SMOOTH SURFACE MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR LOSES AND EXPENSES, INCLUDING 8403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO 1.5 WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING ATTORNEYS FEES ARISING OUT OF OR PROVIDE FIRE BLOCKING IN BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 51NGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 CONGEALED 5PAGE5 OF STUD WALLS FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY DETERMINE AIR LEAKAGE. STANDARD OR AN51/DASMA 115. (5EE TABLE BELOW) RESULTING FROM THE PERFORMANCE AND PARTITIONS, INCLUDING FURRED MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE F L 0 O R F I L L EXCEPTION: 1!1 S THE WORK PROVIDED THAT ANY SPACES AT THE CEILING AND FLOOR GLASS WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH g•0 WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF NOT LE55 THAN X6 INCH AND A m SUCH CLAIM, DAMAGE, LOSS E LEVELS. CONGEALED HORIZONTAL TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. 80 SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. LS' EXPENSE (A) IS ATTRIBUTABLE TO SAND, PER INCH PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE ?- BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL AL50 BE FIRE 8308 OF THE RESIDENTIAL GODS OF DUCT INSULATION: STONE CONCRETE PER INCH OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE � BLOCKED AT INTERVALS NOT NYS. ALL GLASS 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR 12.0 OR DEATH OR TO INJURY TO OR EXCEEDING 10 FEET. LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOOR 5 AND FLOOR FINISHES PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED 0 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO z # D STRUGTION OF TANGIBLEPROPERTYOLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (3/4-in) RESIST THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH � v (OTHER THAN THE WORK ITSELF PLUMBING INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED R403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING Ib.o EITHER TABLE 8301.2(2) OR ASCE 7, WITH THE PERMANENT GORRCCORDANC NIT -1 INCLUDING THE LOSS OR U51= CONTRACTOR SHALL INSTALL WATER CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING ON I/2-In. MORTAR BED - FLUIDS >105 F OR <55 F, INSULATE TO R-3 MIN. ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE z -1 RESULTING THERE FROM). (E3) IS SUPPLY AND SANITARY SYSTEM AS SLIDING OLA55 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 O CAUSED IN WHOLE OR IN PART BY ANY INDICATED. PROVIDE HOT AND GOLD AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUGT5 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 v } NEGLIGENT ACT OR OMISSION OF THE SHUT-OFF VALVES AT ALL FIXTURES. CODE, SHALL BE INSULATED 5PAGE5 MUST BE INSULATED TO R-8. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF DESIGN WIND SPEED, 15 180 MPH OR LESS. Z CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE TEMPERED OLA55. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NY5 RESIDENTIAL CODE CONCRETE FILL FIN15H (PER INCH THIGKNE55). 1.0 ANYONE DIRECTLY OR INDIRECTLY CLEANOUT5 AT ALL GHANGE5 OF AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/1-In. 4O TABLE 8301.2.1.2: HIND50RNE DEBRIS PROTECTION FASTENING EMPLOYED BY ANY A THEIN, OR DIRECTION AND AT BASE OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, 1/4-In. SCHEDULE FOR WOOD STRUCTURAL PANELS o f ANYONE FOR WHOSE ACTS ANY OF THAN I.o VERTICAL WASTES. USE 4" CAST IRON MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON og THEM MAY BE LIABLE REG.ARDLE55 THROUGH FOUNDATION WALL PITCHED WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + "75 X (# MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 FASTENER SPACING OF BEDROOMS + 1) s OF WHETHER OR NOT IT IS CAUSED IN MIN. I/8" PER FOOT. TRAP/WASTE SEALED AS PER 2020 NYSEGG *GFA = CONDITIONED FLOOR AREA SLATE (PER mm THIGKNE55) 150 FASTENER TYPE 4 FOOT 6 FOOTo ` ' PART BY A PARTY INDEMNIFIED SIZES FOR FIXTURES SHALL BE AS REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-In. MORTAR BASE 230 PANEL SPAN < PANEL SPAN < PANEL SPAN m HEREUNDER. ALL MATERIAL'S, FOLLOWS: PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND R403.7: EQUIPMENT SIZING - PER ALGA MANUEL 5, BASED ON <_4 FOOT <_6 FOOT <_8 FOOTQu O ASSEMBLIES, AND METHOD BUT D15H WASHER 1 1/2" WINDOWS WITHIN A b" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. SUBFLOORING, 3/4-in. 3.0 NO. 8 WOOD SCREW Rgqt�h o wCONSTRUCTION INCLUDING E3UT NOT KITCHEN SINK I I/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS GASKETS - FLOORS, WOOD .101ST (no taster) BASED ANCHOR WITH2 -� Y LIMITED TO FORM-WORK R404.1: LIGHTING A MINIMUM OF a0� OF PERMANENTLY p 1o.c. loc I6 10 z BLOCK-WORK FRAMING NAILING LAVATORY I I/4" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), .1015T SIZES (in) �e�l ��1 INCH EMBEDMENT LENGTH 8 Q 1 M2d z w 0 ' SHOWER 2" PROVIDE ALL SCREENS AND MA5TIG-PLU5-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. 1PIN82MU. O PLACING OF CONCRETE, ETD. ARE TO LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 NO. 10 WOOD SCREW )-- I, S v BE CAREFULLY SUPERVISEG> BY THE TOILET 3 HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT ALL SYSTEMS TO HAVE ONE 3" MAIN 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8308- 2x8 6 6 BASED ANCHOR WITH 2 16 12 9 F Q o CONTRACTOR E IT SURE THEY ARE VENT STACK INCREASED TO 4" IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 -r b INCH EMBEDMENT LENGTH T� 8��o p)9,m IN ACCORDANCE WITH THE DRAWINGS, THROUGH THE ROOF. PROVIDE FR05T THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL 2x12 RKMPMO� �LAN GIFIGATIO A TICE.APPLDEVIACABLE CODES PROOF HO5E-BIBS AS INDICATED ON NO LESS THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R3o8.1.1 EACH PANE OF 8 7 Y4 INCH LAG SCREW 9 AND GOOD PRAGTIGE. DEV9ATIONS PLANS WITH EASILY ACCESSIBLE TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2" w. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN FRAME PARTITION5 ( sf) BASED ANCHOR WITH 2 16 16 I6 �D-N6 � 1 FROM THE DRAWINGS AND g WOOD OR STEEL STUDS, 1/2-In. GYP. BOTH SIDES 8.0 INCH EMBEDMENT LENGTH i a u-w f i l�N SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER OTHERWISE. (500 PA.) SECTION 8308.4 SHALL BE PROVIDED WITH A MANUFACTURE'S �o� �� go; � SUPPLY AND 5EWAGE DISPOSAL -DUCTS SHALL BE SUPPORTED EVERY DE51ONATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLA5TERED 40 ,F i o No PERMITTED WITHOUT WRITTEN SYSTEM SHALL COMPLY TO THE 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING a. THI5 TABLE I5 BASED ON 180 MPH ULTIMA QleoAUTHORIZATION OF THE ARC:HITEGT. FRAME WALL5 TE �� � �Zo THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL DESIGN WIND SPEED ANDA 33 FOOT MEAN ROOF #~ P o- z HEALTH STANDARDS AND PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALL5: HEIGHT. z RESPONSIBLE FOR THE SHOP REGULATIONS. APPROVAL OF ALL THE FOLLOWING I5 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LASER ETCHED, EMBOSSED OR BE A a DRAWINGS WHICH MAY BE NEEDED. 2x4 a I6-In., 5/8-In. GYPSUM b. FASTENERS SHALL BE INSTALLED AT OPPO51NG 3 Q ALL DIMENSIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM CONVENIENCE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-►n. SIDING 11.0 ENDS NE THE WOOD STRUCTURAL PANEL. Mna o 0 0 ARE TO BE FIELD VERIFIED„ APPROPRIATE LOCAL AUTHORITIES CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE FASTENERS SHALL BE LOCATED NOT LESS THAN CONTRACTOR TO REMOVE d: PRIOR TO CONGEALMENT. PRIOR TO INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a 16-In., 5/8-In. GYPSUM, RELOCATE AS REQUIRED INCH FROM THE EDGE OF THE PANEL. EXISTING,WORK WHICH INTERFERES ORDERING, CONTRACTOR SHALL REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC, SYSTEM MUST PROVIDE A 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/8-In. BIDING 12.0 ESUPPLY GUTS OF FIXTURES FOR 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH 8308.4.7 SHALL BE CONSIDERED TO BE G. ANCHORS SHALL PENETRATE THROUGH THE I;: WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 EXTERIOR WALL COVERING WITH AN EMBEDMENT THAT THE OWNER GHANGE5, THE COMPLETE FINISH. ALL PAINTED 8308.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, OLA55, FRAME AND SASH 5.0 LENGTH OF NOT LE55 THAN 2 INCHES INTO THE CONTRACTOR SHALL CREDIT THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: BUILDING FRAME. FASTENERS SHALL BE LOCATED 51TE 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 511.0 NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE STAKEOUT IS TO BE PERFORMED BY A SUBCONTRACTORS 005T FOR THE ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R30b.4.2- GLAZING ADJACENT TO DOOR- GLAZING IS LESS THAN 60 8 IN _111.0 CONCRETE BLOCK OR CONCRETE. LICENSED SURVEYOR. STAKING AND CHANGED UNIT. INTERIOR WOOD SURFACES-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 SURFACES WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- 16 IN HVAC I55.0 MASONRY/STUCCO SHALL BE ATTACHED USING AND BENCHMARKS. VERIFY ALL GIVEN DOORS, FRAMES, TRIM, AND BA5E5, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MA50NRY UNIT WYTHE5: VIBRATION-RESISTANT ANCHORS HAVING AN ALL EXISTING MECHANICAL WORK TO -GLAZING 15 ON A WALL PERPENDICULAR TO THE PLANE OF THE WYTHE5 THIGKNE55 (IN INCHES) 4 6 8 10 12 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS z z DATA ON DRAWINGS. IN GAME OF ONE GOAT WOOD FILLER OR STAIN THAN 1,500 POUNDS. 3+ BE ALTERED AND INSTALLED IN DEN5ITY OF UNIT (105 PGF) O Z DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF J CONFORMANCE WITH ALL APPLICABLE CLARIFICATION FROM AROHITEGT EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC, METERS ARE AN IN-5WINO DOOR 22. 24.0 31.0 37.0 43.0 1 < CODES RULES AND REGULATIONS. NO GROUT PRIOR TO PROCEEDING. EXCAVATE THE HVAC SUBCONTRACTOR SHALL POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.45- GLAZING IN WINDOW - EXPOSED AREA OF AN INDIVIDUAL PANE 15 LARGER THAN 9 SQ.FT. (GROUT SPACING) z AND BACK FILL FOR WORK INDICATED GYPSUM BOARD- MINIMUM ONE GOAT O VISIT AND EXAMINE THE PREMISES 50 -BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE THE FLOOR 40 IN. O G. 2Q-o0 38.0 47.0 55.0 6 ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: AS TO FULLY UNDERSTAND ALL 40.0 49.0 57.0 11 DIAMETER z V OBTAINED FROM STRIPPING DRIVEWAY EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING I5 MORE THAN 36 " ABOVE FLOOR AND 32 IN. O.G. 52.061.oREFLECTIVE WHITE O CONDITIONS PERTAINING TO HIS WORK 32.0 42.0 _ z AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED 24 IN. O.G. 34.0 46.0 57.0 67.0 ANY DIFFICULTIES OF HIS WORK TO BE HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING _ EXCAVATED MATERIAL. NEN AND EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS I6 IN. O. G. 40.0 53.0 66.0 79.0 THE CONSTRUCTION TYPE } z � REPORTED TO GENERAL O 11-1 O EXISTING BACK 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 95.0 115.0 DESIGNATION SHALL BE TOP501L ARE TO BE FREE OF WEEDS, GONTRAGTOR.THE HVAC GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHERE 0 p z SUBCONTRACTOR SHALL BE I , 11 , 111 , I V , OR V TREE ROOTS, ROCKS AND DEBRIS. ALL MATERIAL SHALL BE of BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING I5 LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- 5EE A5(E STANDARD - MINIMUM DESIGN TO INDICATE THE CONSTRUCTION RESPONSIBLE FOR CHARGING AND N ALL SURPLUS MATERIAL THAT IS STARTUP OF THE SYSTEM. ALL B QUALITY PITTSBURGH, PRATT 4 CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING DENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND CLASSIFICATION OF THE m m ry UNSUITABLE FOR BACK FILL MATERIAL LAMBERT, DUTCH BOY. CABOTS, BUILDING CODE OF NEW YORK STATE, SURFACE different dead load OTHER STRUCTURES -ASOM-Ib STRUCTURE UNDER IBC N O EXISTING THERMOSTATS LOCATED IN values for differ (PGF) SHALL BE REMOVED FROM THE SITE. MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL GODS OF NEW YORK - R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMP5- GLAZING SECTION 602 N O Q WALLS TO BE DEMOLISHED SHALL BE PROTECT ALL TREES WITHIN EIGHT CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHES: RELOCATED WITHIN THE GENERAL _ _ FEET OF THE BUILDING. PROPER SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF SOLIDS THIGKNE55 (IN mm) 4 6 8 10 12 AREA. ALL THERMOSTATS NEW AND APPROVALS MUST BE OBTAINED FOR ARGHITEOT'5 AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS REFLECTIVE RED EXISTING SHALL BE LOCATED AT 54° -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (105 PGF) 32. 51.0 69.0 87.0 105.0 PAECTIV # ED BEFORE COVERING ANY EXCAVATED AFF. CONTRACTOR RESPONSIBLE FOR APPROVAL. SERVICE WATER HEATING: DENSITY of UNIT (135 PCF) m N - } WORK. -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSITY OF UNIT (135 PGF) 55.0 60.0 81.0 102.0 124.0 ENGINEERING DRAWINGS. SEPARATE GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP R308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING 41.0 4.0 67.0 110.0 133.0 MECHANICAL PLANS AND CODE WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR CONCRETE BLOCK INSTALLED AS PER SECTION 8702.3.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 36 ABOVE THE LANDING AND WITHIN COMPLIANCE TO H DESIGNED AND A 60" HORIZONTAL ARE LE55 THAN 180 DEGREES FROM THE BOTTOM ALL CONCRETE BLOCK IS TO HAVE THROUGH 8702.3.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN PLASTER, ADD 5 Ib/ft FOR EACH FADE PLASTERED. VALUES PREPARED UB OTHER MEP DESIGN GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A DESIGNATION FOR STRUCTURAL "OUR-O-WALL" REINFORCING EVERY STATE RESIDENTIAL GORE. GYPSUM INTEGRAL HEAT TRAP OR 15 PART OF TREAD NOSING FIRM AND SUBMITTED SEPARATELY AS CONSIDERABLE RANGE OF WEIOHT FOR THE SAME CONSTRUCTION. COMPONENTS THAT ARE OF THIRD COURSE. FILL TOP COURSE WALLBOARD APPLICATION SHALL BE A GIRGULATING SYSTEM. REQUIRED AND REQUESTED 1„ SOLID. MORTAR MIX TO BE ONE PART TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED TRU55 TYPE CONSTRUCTION PORTLAND GEMENT, ONE PART LIME FRAMING AND ROUGH CARPENTRY BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE 1. FOR ALL WSTROKE WINDOWS AS PER 2 l ` PUTTY, AND 51X PARTS SAND, OR ONE JOISTS RAFTERS AND STUDS SHALL ON CEILINGS UNLESS OTHERWISE 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8305.1 Z r PART MASONRY GEMENT AND THREE BE 00NSTRUGTION GRADE DOUGLAS INDICATED. FINISH JOINTS, J-BEAD5. GIRGULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL GODS OF NEW YORK STATE SECTION 8312.2 ■ "F" FLOOR FRAMING, INCLUDING PARTS SAND. FIR-SOUTH SELECT STRUCTURAL. ALL NAIL DIMPLES, CORNERS AND EDGES -INSULATE GIRGULATING HOT WATER MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND : : GIRDERS AND BEAMS Z 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 >- ��R" ROOF FRAMING CONCRETE WITH MASONRY SHALL BE AGQ. ALL GOATS OF JOINT COMPOUND. ALLOW HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. BUILDING NO CONCRETE OR MASONRY WORK EXTERIOR SHEATHING SHALL BE I/2 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING WINDOW OPENING IS LOCATED LE55 THAN 24 INCHES ABOVE THE STPNDAP,DSANDCDDES FR FLOOR AND ROOF FRAMING - SHALL BE DONE DURING CDX DOUGLAS FIR PLYWOOD. FINAL GOAT TO BE SANDED SMOOTH. INSULATION: FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FIN15H GRADE BATHROOMS, TOILET ROOMS, LAUNDRY ROOMS SHALL HAVE A SAMPLE-TITLE Ia NYGRR PART 1265.4 O O TEMPERATURES OF 40 DEG5:EE5 F. SUB-FLOORS TO BE 3/4" GPX METAL CORNER BEAD TO BE USED ON -HVAC, PIPING CONVEYING FLUIDS OR SURFACE BELOW THE EXTERIOR OF THE BUILDING CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES ON�E ENSINc�0� -pLACA r�..;P eox 1-U AND FALLING. NO CONCRETE: SHALL PLYWOOD EXTERIOR SHEATHING TO ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS -THE OPERABLE A 41N W N SHALL THAT COMPLY PROVIDED WITH WINDOW EXCEPTION: n, LU n, BE PLACED ON FROZEN SURFACES. NO BE COVERED WITH TYVEK HOUSE ALL OPENINGS. BELOW 55OF MUST BE INSULATED TO I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED l�- 1� ADDITIVES SHALL BE ALLOWED WRAP OR APPROVED EQUAL. BLOCK THE LEVELS IN TABLE 2. OPENING CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 FLOOR AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF TRU55 PES I ONAT1 Oil S I O N � �< WITHOUT WRITTEN PERMISSION OF THE STUD WALLS AT 1/2 STORY HEIGHTS ELECTRICAL NOT LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF Q OMPLY WITH THE REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF J-I--1 ARCHITECT ALL CONCRETE IS TO BE AND AT ALL UNSUPPORTED EDGES OF ALL WORK SHALL COMPLY W 8312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL CU WITH THE ASTM F2090 NOT LESS THAN 7 FEET SCALE: NT5 MIN. 3,500 P.5.1. AT 28 DAY:? 4 4,000 PLYWOOD. PROVIDE SOLID BLOCKING NATIONAL ELECTRICAL GORE AND NOTES.ALL THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE 2• THE CEILING HEIGHT ABOVE BATHROOM AND TOILET un SLEEVES AND FOUNDATION VENTS AS JOISTS AT i- P51 FOR GARAGE SLAB. PROVIDE ALL AND DIAGONAL BRACING OF FLOOR STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO ROOM FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE O Q 8' O.G. MAXIMUM AND CODES AND REGULATIONS. ALL CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO OF BEING USED FOR ITS INTENDED PURPOSE O REQUIRED BY NYS GODS. UNLESS SOLID BLOCKING UNDER ALL CIRCUITS SHALL BE MINIMUM 15 AMP. INDICATED, ALL FOUNDATION UNSUPPORTED EDGES OF PLYWOOD. POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1 FOOTINGS ARE TO BE A MIN. 8 DEEP ALL GAP PLATES TO BE DOUBLED AWG. CONVENIENCE OUTLETS SHALL WITH ROD 4 SHELF ALL LINEN NOTE: nnO,, lu PROJECTING b" 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 1JL In FOUNDATION WALL. PROVIDE TWO #4 END OF STUDS. LAP GAP PLATES AT FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. BASED UPON PRESUMPTIVE LOAD z DEFORMED BARS CONTINUOUS IN THE CORNERS. WHERE FLUSH FRAMING ALL SWITCHED TO BE LOCATED 36" BEARING VALUES OF SANDY GRAVEL K FOOTING. ALL 4" THICK CONCRETE OCCURS, USE MIN. 165A SHEET METAL ABOVE THE FINISHED FLOOR UNLESS 3. DOOR TRIM AND BASE MOLDING AND/OR GRAVEL AT 2000 L55 PER SLABS TO HAVE 6X6 10/10 WELDED JOIST HANGERS BY "TECO" OR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING SQUARE FOOT. CONTRACTOR TO Q WIRE REINFORCING. ANCHOR BOLTS IN APPROVED EQUAL. ALL CORNERS TO RECOMMENDED LAMPS IN ALL CONSULT ENGINEER IF DIFFERENT 501L CONCRETE SHALL BE HOOKED 5/8" X BE MINIMUM 3/2X4 STUDS. HEADERS FIXTURES. 4. ALL BATHROOM FIXTURES AND MATERIALS ARE FOUND UPON 12" AT MAX. 5' 0.r-,. PROVIDE BITUMEN SHALL BE MINIMUM 2/2X6 UNLESS FAUCETS TO BE SUPPLIED BY OWNER EXCAVATION OR TEST HOLE, FOR m m w EXPANSION JOINTS BETWEEN SLABS NOTED ON PLANS. MINIMUM BEARING AND INSTALLED BY CONTRACTOR ALTERNATIVE FOOTING AND m O AND FOUNDATION WALLS. FOR STUDS, JOISTS AND BEAMS SHALL FOUNDATION WALL DESIGN O 4 z . BE 3 1/2". U5E DOUBLE JACK STUDS 5. FIN15HF-5 TO BE SUPPLIED FOR HEADERS OVER FIVE FEET IN BY OWNER NOTE: ALL NON-ENGINEERED LUMBER O z LENGTH. TO BE DOUGLAS FIR #2 OR BETTER 111 O � V 7 D