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HomeMy WebLinkAbout46651-Z �o�oS�FFUt,fcoG Town of Southold 11/17/2022 y� P.O.Box 1179 53095 Maih Rd �'y�j�� �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43617 Date: 11/17/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1545 The Strand,East Marion SCTM#: 473889 Sec/Block/Lot: 30.-2-63 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/20/2021 pursuant to which Building Permit No. 46651 dated 8/4/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with finished basement with bathroom,covered front entry,first and second floor rear decks and attached garage as applied for. The certificate is issued to 298 28th St LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-1772 11/10/2022 ELECTRICAL CERTIFICATE NO. 22-85060/46651 11/15/2022 PLUMBERS CERTIFICATION DATED 11/10/2022 o Reyes Aut oriz ignature i ��suFfo k TOWN OF SOUTHOLD C�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 #: 46651 Date: 8/4/2021 I Permission is hereby granted to: Li, Lorraine 893 Gardiner Dr Bay Shore, NY 11706 To: Construct new single family dwelling as applied for and per SCHD approval. i i At premises located at: 1545 The Strand, East Marion SCTM # 473889 Sec/Block/Lot# 30.-2-63 Pursuant to application dated 7/20/2021 and approved by the Building Inspector. To expire on 2/3/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,655.20 CO-NEW DWELLING $50.00 Total: $2,705.20 Building Inspector Certificate of Compliance _ .............................................................._..........................................................................................._....................................... CERTIFIED ELECTRICAL INSPECTIONS,,INC. - 188 PARK AVENUE AMITYVILLE, NY 11701 -P: (631) 598-5610 _..... ......................................................................................................................................_.................................................. CERTIFIES THAT - Upon the application of Upon premises owned by Brilliant Electric -298 29th Street LLC./Lorraine- 20,Pratt Oval Li Glen Cove., NY 11542 1545 The Strand East Marion, NY 11939 Located at: 1545 The Strand, East Marion, NY 11939 Application Number#; 22-85060 Certificate* 22=85060 Electrical License#: 40896ME Section: 30 Block: 2 Lot: 63 Building Permit#: 46651 = Described as a Residential occupancy, wherein the premises electrical system-consisting of electrical devices and wiring, described below, located in/on the premises at: Basement Renovation A visual inspection of the premises electrical system-, limited to electrical devices and wiring-to the extent detailed herein, was conducted in accordance with the requirements of the-applicable code/or standard promulgated-by the State of New York, Department of State Code Enforcement and Administration; or other authority having jurisdiction, and found to.be in compliance therewith on the 15th day of November 2022 Name QTY Switch - 15 Amp,•120V = 11 Exhaust Fan - 15 Amp, 120V 1 Combo SD/CO- 15,Amp, 120V 1 ; LED Fixture-15 Amp, 120V 26 GFI Receptacle- 15 Amp, 120 V I' ' _ Duplex Receptacle-20 Amp, 120V 22. Electrical Inspector: Anthony Giordano " `N.�OC, ...CAC W` A�- _ This certificate is not valid unless raised seal is present. AN SO!/j�,ol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin()-town.southold.ny.us Southold,NY 11971-0959 COW TV,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: 298 28th St LLC Address: 1545 The Strand city.East Marion st: NY zip: 11939 Building Permit#: 46651 section: 30 Block: 2 Lot: 63 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Brilliant Electric Corp License No: 40896ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 69 Ceiling Fixtures $ Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 15 Wall Fixtures 14 Smoke Detectors 5 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 139 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 3 Transformer UC Lights 24' Dryer Recpt GaS Emergency Fixtures Time Clocks Disconnect 2 Switches 53 Puck Lts $ Exit Fixtures 11 Pump Other Equipment: LED Mirror, Sump, Hood, Oven, Fridge, Mini Fridge 2, DW, Micro, 200A Panel- 42 Circuit/ 38 Used Notes: First & Second Floor Only - Basement Inspected By Certified Inspector Signature: r Date: November 15, 2022 S.Devlin-Cert Electrical Compliance Form } Town HA Annex Tdlephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.0- Box 1179 Q t SouthoId,NY 11971-0359 BUR DING DEPARTMENT TOWN OF SOUTHOLD NOV 15 N22 r }s __ CERTIFICA.TION Date Building Permit No. Owner: f�- L L C. (Please print) Plumber: C7 a-- - ._. c (Please grin I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers re) Sworn to be this !w day of Notary Public (`Ougt PATRICIA VALLE NOTAF IY PUBLIC-STATE OF NEW YORK No.01 VA6122337 Quollfled In Nassau County ,Commil®aion Expires 02/07/2025 V rF SOUTyo - -- -- * TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 1 NSPECTION P [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ]. FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REM KS: DATE INSPECTORIX4, U,4xtp) OF SOUTyO� ��� �\ * • TOWN OF SOUTHOLD BUILDING DEPT. courm N�'' 765.1802 INSPECTION , [%. I FOUNDATION 1ST ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [�}FRAMING /STRAPPING [ ] FINAL -[ ] FIREPLACE & CHIMNEY [ ] FIRE"SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: T.v M&i-7-744& Es�To. PROVA 4 �154 5e t5T � ✓t�C �.s r�lc�p S� IP�-CVZ� ��GIP�� �CY�D�r!/G� `�'�.- C/LTA I���f� G (�fQ�,(a7_►�G-` ` " U-/I+.75 Z''t/ (�t�S�MG—�liT /`l��I..t� s 1� ��G A�L�f� &7- - ` DATE INSPECTOR �y l �a0FS0UlyO # # TOWN-OF".SOUTHOLD BUILDING DEPT. G co 765-1802 ��'' 765-1802 -INSPECTION [ . ] FOUNDATION 1ST [ ] ROUGH PLBG:" [ -j FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: e DATE Z INSPECTOR - pF SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. �ycOU631-765-1802 u6(psool INSPECTION [ ] FOUNDATION IST [ ] POUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [✓J FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: f 11 Zj 4 ' , -5imlj lw� W7 4 ki h4 10 &OWA6 �s kis r DATE Go C_ d7f)X;'_- INSPECTOR jjunn((nn �O�aOF SOGIyO� _ # # TOWN OF SOUTHOLD BUILDING DEPT. coutol 631-765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL,(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C ] RENTAL REMA OkAl 0 ) D t nX .P/l I vv✓I 41A :6ve vl�j -- P(%-(& " Loo�—!10 % on DATE fln '?/ INSPECTOR OFSOUIyO �� ✓ / r s J � ��� ,,�• # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION ' [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. j - ] FOUNDATION 2ND- [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY'` [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O N� .RE.MARKS., V S4_ ne o r& �4— 0-v i6ek r DATE " INSPECTOR 1 � ho��pF SOUTy��O TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING VI FINAL !V [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REM KS: r Rni V�rl uw� iSG�'� rz- v oh )�-A6 4�yi s r V�w DATE O yINSPECTORy() A (631)650=6666 F (631) 650-6667. C'(516 .658=0325 �TODD O'CONNELL D www.tocarchitects.com ' , 'A R C'H I T EC T P: C. -, todd@tocarchitects.com-. May 14, 2022 JUN 0 9 2022" Town of Southold, r, Building Department,- BIiILDiwu. ,_- t. 53095 Main Road TOWN OFSOUTHOLD P:O. Box 1179 Southold, NY :11971 Re: 1545 The Strand East Marion;'NY;11939, s To whom it may concern: , . Please:be'advisedahat I have inspected the above=referenced'job under-construction in response to ` Building inspector's comments. Pursuant to this inspection,.) have determined that'the' tiedown/connection in the,garage where the microlams meet is,acceptable: Additionally, all'corn'er tiedowns and strapping conform_with approved plans-prepared by-this office'and meet�ali applicable -Building Codes:' Furthermore,we have determined-that the girder supporting the cove red"patio•has been constructed with dimensional lumber in lieu_ofthe treated-lum-ber specified on the plan.' This condition is;acceptable as the-girder Will be encapsulated and is not subject to water. Lastly,the home has been:insulated'in' conformance with',approved plans and meets'all applicable Code requirements. -Please accept the aforesaid as,a certification as requested by the Building inspector and feel free to contact this office with:any questions or,concerns you may have: mn, -Very trul y urs,. uco Todd'" .Connell,;'AIA ��`, qd. ORN V tri 'tm _ ~T`•�.v,- ,; - �.'�✓./1'�`:.�... - -`X•ti�+J It3K 'L. '.i ji Ae�° 3�sa^:<�A� a�+ash '�'�tr.:n��_... a..-� ��v.-� �.,•. -�i e{-�. :_ .�.���;:> _ .'�,�"'� ���.= e �.s�°:aa, Building Envelope and Duct Tightness Report 2018 IECC as amended by the 2020 New York State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 1545 The Strand,East Marion,NY 11939 Test Date 11/10/2022 Building Permit#: 46651 i� Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NOV 1 2021 NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor Area Volume ❑� Conditioned Basement Basement 1381 15191 ❑ Conditioned Crawl Space 1St 1612 16120 ❑� Sealed Attic 2nd 1666 16660 *The ditioned floor area of dwelling is calculated in 3rd 0 col with ANSI 2765,except that conditioned floor Attic 6664 Lpal.46 nclude areas where the ceiling height is less than 5 Total Volume 54635 CFM @50 pa 1332 Air changes/hr@ Code Compliance: Pass Duct Tightness: Post Construction Tes - otal Duct Leakage System-1: 1st Floor Duct Location Conditioned Space ---------------- ---------- Floor Area 1612 Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-2: 2nd Floor Duct Location Sealed Attic Floor Area 1666 Leakage CFM @ 25pa N/A CFM/100 ft'CFA N/A Code Compliance: Exempt System-3: Within Condition Space Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA Code Compliance: All building envelope tightiness testing has been verified using instruments and procedures specified in ASTM E1827 as required by 2018 IECC as amended by the 2020 New York State Supplement,section 402.4.1.2.The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section 4033.4. 40 Signature: Date: 11/10/2022 Christopher Silvia,Home Energy Solutions -- -- -Gene r--ated -by--REScheck-Web-Software - - - Compliance Certificate Project MRO I RESIDENCE Energy Code: ` 2�01-8_I-ECC Location: BSc unty, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,257 ft2 Glazing Area 17% Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1545 THE STRAND DARIUS MROCZKOWSKI TODD O'CONNELL EAST MARION, NY 11939 11 LIVINGSTON ST. TODD O'CONNELL ARCHITECT PC. BAYSHORE, NY 11706 1200 VETS HWY. STE. 120 HAUPPAUGE, NY 11788 trade-offtomplika'nc"p: Passes usin' UA Compliance: 9.3%Better Than Code Maximum UA: 431 Your UA: 391 Maximum SHGC: 0.40 Your SHGC: 0.27 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. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Assembly or R-Value R-Value U-Factor 1.11-Factor UA UA Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,645 30.0 0.0 0.035 0.026 58 43 Wall:Wood Frame, 16"o.c. 1,660 21.0 0.0 0.057 0.060 78 82 Door: Glass Door(over 50% glazing) 116 0.270 0.320 31 37 SHGC: 0.27 Window:Wood Frame 180 0.270 0.320 49 58 SHGC: 0.27 Wall 1: Wood Frame, 16" o.c. 1,360 21.0 0.0 0.057 0.060 66 69 Door 1: Glass Door(over 50%glazing) SHGC: 0.27 42 0.270 0.320 11 13 Window 1:Wood Frame 167 0.270 0.320 45 53 SHGC: 0.27 Floor: All-Wood Joist/Truss 1,612 30.0 0.033 0.047 53 76 Compliance Statement: The proposed building design describe a building plans,specifications, and other calculations submitted with the permit application.The propose to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory re I, REScheck Inspection Checklist. oon ®1 co A1»YLc c_ e� 6/7-5 -1 Name-Title Signat Date Project Notes: N MR-21-131 �A fx�FCalp 027 5 Project Title: MROCZKOWSKI RESIDENCE _ Report date: 06/24/21 Data filename: Pagel of 9 f J _ RES-check Software Version : REScheck-Web - -- Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. . Section; Plans l/erifed .Field Verified- Com;pl,ies?, .. 'Comments%Assumptions:, # . Pre-Inspection/Plan Review,- ,-Value :, Value'.- 103.1, (Construction drawings and ❑Complies ;Requirement will be met. 103.2 ;documentation demonstrate ❑Does Not [PR1]1 j energy code compliance for the ❑Not Observable 4 ;building envelope.Thermal I envelope represented on ❑Not Applicable construction documents. 103.1, i Construction drawings and ❑Complies :Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 I energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable ;Systems serving multiple ❑Not Applicable !dwelling units must demonstrate compliance with the IECC ' Commercial Provisions. ; :302:11 Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 1'sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 Ion loads calculated per ACCA ; Cooling: Cooling: :❑Not Observable {Manual J or other methods Btu/hr Btu/hr lapproved by the code official. ; ❑Not Applicable I Additional Comments/Assumptions: 1 High Impact(Tier 1) ,2': Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 2 of 9 :.Section. , ,.... #, _• -. Foundation,lnspection,.•:.,:..;. .. ..Complies, , _,.Comments/Assumptions, _. 303:2.1' -$A protective covering is installed to ;❑Complies ;Requirement will be met. ,[F011]2 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below 4V. !grade. ❑Not Observable; ❑Not Applicable 403':9, 'Snow-and ice-melting system controls;❑Complies (Requirement will be met. [FO12]2 j installed. ❑Does Not } ;❑Not Observable; i :❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 3 of 9 Section: , Plans Verified Tied' Verified" Framing./ Rough-1"n Inspection Complies? 'Co' mments/Assumptions . "& Req.ID Value Value,., 402.1.1, ;Glazing U-factor(area-weighted U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, ;average). !❑Does Not ;table for values. 402.3.3, 402.5 :[]Not Observable [FR2]1 1❑Not Applicable 0 1 303.13 U-factors of fenestration products ❑Complies !Requirement will be met. [FR4]1 !are determined in accordance A ❑Does Not !with the NFRC test procedure or ❑Not Observable !taken from the default table. ! ❑Not Applicable 402.4.1.1 !Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 t ;or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402:4.5 IC-rated recessed lighting fixtures} ❑Complies :Requirement will be met.; [FR16]2"&. !sealed at housing/interior finish } ° ° , ❑Does Not , sand labeled to indicate <2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics 10complies ;Requirement will be met. [FR12]1 :insulated >= R-8 where duct is ❑Does Not 1>= 3 inches in diameter and >= pNot Observable R-6 where < 3 inches. Supply and !return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for !diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. ; 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with ❑Does Not 'joints/seams compliant with ! ❑Not Observable !International Mechanical Code or 1International Residential Code, as ❑Not Applicable !applicable. 403.3:5 j Building cavities are not used as ❑Complies :Requirement will be met. [FR15]3.; .;ducts or plenums. ❑Does Not ❑Not Observable ; ." ❑Not Applicable 403-.4 HVAC piping conveying fluids R- ; R- ;❑Complies ;Requirement will be met. [FR1712 I above 105 °F or chilled fluids ! :❑Does Not below 55°F are insulated to?R- 13. R- ❑ !3 ; ; Not Observable ! ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies :Requirement will be met. [FR24]1 (piping. ❑Does Not , ❑Not Observable ❑Not Applicable .403.5.3 Hot water pipes are insulated to rR- R- !❑Complies ;Requirement will be met. [FR18]? -_J>_R-3. ! T❑Does Not ! , ;❑Not Observable I ❑Not Applicable 403:6 Automatic or gravity dampers are. , ❑Complies ;Requirement will be met. [FR19]2installed on all outdoor air ❑Does Not jintakes and exhausts. f ,-❑Not Observable ; 1 ❑Not Applicable 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3; I Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 4 of 9 = Additional-Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 5 of 9 Section, Verified .Field Verified' # Insulation Inspection Value Value Complies? Comments/Assumptions_ I& Req.IDI 303.1 . IAII installed insulation is labeled ❑Complies :Requirement will be met. [IN13]2 Aor the installed R-values ❑Does Not provided. 11} ❑Not Observable i ❑Not Applicable 402.1.1, ?Floor insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood El woo ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel �❑Not Observable `J T❑Not Applicable j i I I 1 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 !manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the junderside of the subfloor, or floor ❑Not Observable ; ;framing cavity insulation is it ❑Not Applicable !contact with the top side of ' I sheathing, or continuous ; insulation is installed on the ; underside of floor framing and ! extends from the bottom to the ;top of all perimeter floor framing !members. 402.1.1, ;Wall insulation R-value. If this is a;, R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, "mass wall with at least 1/2 of the !❑ Wood !❑ Wood :❑Does Not ;table for values. 402.2.6 wall insulation on the wall ,❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior, the exterior insulation ;requirement applies (FR10). E] Steel E] Steel ❑Not Applicable t i I i 303.2 ;Wall insulation is installed per ( ❑Complies ;Requirement will be met. [IN4]1 !manufacturer's instructions. : ❑Does Not ❑Not Observable ! i❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 6 of 9 - -:.Section:..._.....•-.. __._....:. .... . . . . - ._..._ .._ __ �. _,_.r- _-__�,.,.._�.,:...;_..... . .. •=_�'• "1-PlansVerified • .-Fielil�Verified�: ° :.=;. •=:a" :--.:;�� -.. . ."° #:, . ..F,mal Inspection PrOYlslonS• Complies Comments/Assum,ptions W:Re ., - Ue- 402.1.1, {Ceiling insulation R-value. R- R- ;❑Complies ,See-the Envelope Assemblies 402.2.1, ; ❑ Wood 1❑ Wood :❑Does Not ;table for values. 402.2.2, E] Steel ❑ Steel 1,❑Not Observable- 402.2.6 [FI1]1 E❑Not Applicable I 303.1°1.1,E Ceiling insulation installed per t ❑Complies ;Requirement will be met. 303.2 I manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every ❑Not Observable 300 ft2. ; = ❑Not Applicable 402:2:3" °: Vented attics with air permeable ❑Complies ;Requirement will be met. insulation include baffle adjacent ❑Does Not to soffit and eave vents that ; extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]1 !insulation ?R-value of the :F—]Does Not !adjacent assembly. :,E]Not Observable ; j :❑Not Applicable 402.4.1.2 I Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and 1 :❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies :Requirement will be met. [FI27]1 !determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable ; pressure differential of 0.1 inch ❑Not Applicable (w.g. across the system including I !the manufacturer's air handier ;enclosure if installed at time of !test. Postconstruction test:Total ; leakage measured with a pressure differential of 0.1 inch ;w.g.across the entire system including the manufacturer's air i !handler enclosure. ; 403.3.4 +Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 !cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ,❑Not Observable ,tests,verification may need to ; ; ❑Not Applicable , !occur during Framing Inspection. 403.3.2.1 ;Air handier leakage designated ❑Complies ;Requirement will be met. [F124]1 I by manufacturer at<=2%of []Does Not `design air flow. ❑Not Observable []Not Applicable 403:1.1 {Programmable thermostats ❑Complies ;Requirement will be met. [FI9jz installed for control of primary i, ❑Does Not cheating and cooling systems and i {{initially set by manufacturer to ❑Not Observable ; i code specifications. ,. . ❑Not Applicable 403:1.2 `Heat pump thermostat installed ❑Complies ;Requirement will be met. #I10]? i�on heat pumps. " ❑Does Not :,. ❑Not Observable ❑Not Applicable 403:5.1,..: Circulating service hot water ❑Complies ;Requirement will be met. [FI11°]2 , systems have automatic or ❑ ; Does Not accessible manual controls. E ❑Not Observable ; j ❑Not Applicable 11 High Impact(Tier 1) 2' Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 .Data filename: Page 7 of 9 --- =,Section•: : :v�___:� _ ,.. . : :.: :..: .: ..•, � ,. •. . .:•. .,• ° Plans Verified F eldrVe'rofiled # Fina-l Inspect. visions Complies?, Cm omm ents/Assuptions &4t6q.I D ' -::.. . . .ion.Pro - � Value• °Value 403:6:1 . (AII mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 (fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable I R403.6.1. I .. ❑Not Applicable 403.2• Hot water boilers supplying heat i ❑Complies :Requirement will be met. [FI2612' !through one-or two-pipe heating ❑Does Not : . systems have outdoor setback ;control to lower boiler water ❑Not Observable ;temperature based on outdoor ❑Not Applicable !temperature. I 403.5.1:1 ;Heated water circulation systems ° ❑Complies ;Requirement will be met. [FI2812, i have a circulation pump.The - r ❑Does Not I I system return pipe is a dedicated _= {return pipe or a cold water supply • ❑Not Observable C pipe.Gravity and thermos- ❑Not Applicable (syphon circulation systems are I {not present. Controls for 1 circulating hot water system pumps start start the pump with signal ifor hot water demand within the I (occupancy. Controls I automatically turn off the pump = I when water is in circulation loop I is at set-point temperature and , no demand for hot water exists. I 403.5.1:2 j Electric heat trace systems ❑Complies ;Requirement will be met. [F129]2• comply with IEEE 515.1 or UL ❑Does Not I 1515. Controls automatically ❑Not Observable I adjust the energy input to the {heat tracing to maintain the ❑Not Applicable I I desired water temperature in the Ipiping. I 40j'5.2' Demand recirculation water 1. I ❑Complies ;Requirement will be met. [F!3'012 , !systems have controls that ❑Does Not I manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to <= 104°F. I 403.5.44"- 'Drain water heat recovery units ❑Complies ;Requirement will be met. [FI31]2 Itested 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 I I or two showers. Potable water- I ?side pressure loss of drain water I i heat recovery units < 2 psi for ; -- I individual units connected to tthree or more showers. ; 404.1 I90%or more of permanent ❑Complies ;Requirement will be met. [F16]1 !fixtures have high efficacy lamps. ❑Does Not I 3 .` ❑Not Observable i ❑Not Applicable 404:13 1 !Fuel gas lighting systems have ❑Complies ;Requirement will be met. '[F123j no continuous pilot light. ❑Does Not - j ❑Not Observable i ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies :Requirement will be met. 11`I7]2 { ❑Does Not I ❑Not Observable J❑Not Applicable I 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) IT3 I Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 8 of 9 S2Ction, .- .:.. .. „ -LL ; LL:.____;pians Ve�ifiied-:= fieliJ<Verified - #.. Final;inspectid Ptrovisigns, cbmpl,ids?".v: Comiiientsli4ss.0"mptions 6i R"dgJD :..: :_.-. 303.3 ;Manufacturer manuals for _ ; ;, '❑Complies ;Requirement will be met [FI18j3. '- a mechanical and water heating I" '❑Does Not systems have been provided. I AE]Not Observable ; `❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) ``2 I Medium Impact(Tier 2) 1,3.1 Low Impact(Tier 3) Project Title: MROCZKOWSKI RESIDENCE Report date: 06/24/21 Data filename: Page 9 of 9 - 2-0-18 IECC Energy Li Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Window 0.27 0.27 Door 0.27 0.27 Heating System• Cooling System: Water Heater: Name: Date: Comments HOME ENERGY '" Home Energy Solutions Inc. n � C� ��; 187 E.Main Street S O T U T 1 � AT C .� , Huntington,lVY 11743 1. V 1 1 V v (631)673-0664 Q CONSERVATION THROUGH EFFICIENCY JUN 0 ZOZZgdlamay3@gmail.com BUILDING d,jcP% L�� PRE-DRYWALL INSPECT` `' IMPORT Date: INSPECTION RESULTS Builder: _ UjzA o Air Sealing �i�'�'ASS El FAIL Address: ��� J \1(` ���� Insulation ❑ PASS ❑FAIL Lot # Duct Test ElPASS E]FAIL ITEMIZED CHECKLIST STRUCTURAL COMPONENTS N/A PASS INCOMPLETE WINDOWS 1. U: SHGC: ❑ E;�' ❑ Garage Joist 2. U: SHGC: Ea ❑ ❑ Cantilever WALLS nvi- ' ❑ E;r ❑ Soffit AGW: 2 x R- ❑ EZ ❑ Attic Knee Wall Hybrid Wall: Foam R- Batt R-. F-1 [Z ❑ Fireplace Exterior Ins: R- r, o - ❑ E�Z ❑ Bathtub ❑ EPS ❑ XPS ❑ Polyiso ❑ EZ ❑ Sill Plate Garage Wall: R- L ❑ E2*"' ❑ Top Plate Foundation Walls: R- MECHANICAL VENTILATION FRAMED FLOORS Energy Star Rated Bath Fan Abv Garage: R- N�P• ❑ ERV Abv Basement: R- ❑ Fresh Air Intake Cantilevers: R- ROUGH DUCT TEST CEILINGS Duct Location Flat: R- AH1: CFM AH2: CFM Vaulted: R- AH3: CFM Sealed Attic: Thickness: CC❑ LDSF®' NOTES: S�1 C C— HES REPRESENTATIVE SIGNATURE: ` SANCHEZ COMMERCIAL AND RESIDENTIAL Fiberglass&Spray-foam Insulation INSULATION October 20,2022 RE: LI 1545 The Strand East Marion,NY 11710 Permit#: 20-15645 To Whom It May Concern: I,Jorge Sanchez,would like to inform that Sanchez Insulation Inc.has performed insulation work at the above-mentioned address. The following items were insulated: 8-inch open cell equivalent to R30 batt insulation was used to insulate the attic rafters.4-inch open cell equivalent to R15 batt insulation was used to insulate the attic kneewalls. R19 batt insulation was used to insulate the exterior walls. 6-inch open cell equivalent to R21 batt insulation was used to insulate,the blocking. R30 batt insulation was used to insulate the garage ceiling and basement ceiling.R19 batt insulation was used to insulate the garage exterior walls.Lastly,RI batt insulation was used to insulate the basement exterior walls.This job includes foam around the window and doors,baffles,fire stop caulking,and airseal.Ignition barrier was,applied to the spray foam in the attic rafters.Job meets and exceeds New York State Building Codes. If there are any further questions,please feel free to contact me at(631) 960-8700. Sincerely, Jorg Sanchez Sales Representative aF. w' e i+• 1614 Manatuck Blvd Bay Shore, NY 11706 CELL 631 . 960 . 8700 3'k` OFFICE 631 . 665 . 353k?" FAX 631 . 617 . 5977 NEW � HOME ENERGY SOLUTION INSPECTION FORM DATE 11 0Z'Z ENERGY STAR APPLIANCES BUILDER 11 ❑ Refrigerator Kwh C.V. Address 1�A_ 7 7n e �I�•µ-�. ❑ Dishwasher ❑ CW ❑ Oven PPM CSS�: K4e:�gbjn ❑ Bath Fan CFM ❑ ERV CFM Lot# Mo Z 4,,J , (°'0 U&iler �� AFUE PPM Orientation WIN) ❑ Furnace AFUE PPM Foundation: ❑ Slab ❑ Crawl a Full ❑ DHW ❑ Indirect PPM Draft Fuel Type: ❑ Gas ❑ Oil ❑ PropaneA/C Tons SEER Z #Systems o. Window U SHGC GSHP Tons BTU N/01 — 59 , 6 3 S �3 ���-Q.a.�.�•,,s - P2A 1331 PES SNA �z TESTS: CAZ TESTING: Blower Door 133ZCF 1 .4(a ALN Base Test Draft @ Flue DuctsC 1St FL 2 Fan Simulated CFM Missing Gas Leak - '1J❑ Y ❑ N.�—Where ( Venting Type N S M S��l �^^ �'�lt ' 1— I1 �CIK�'K' � VKC�►r{(. M.�L�. �?ps�l . Comments: +� �b �/✓ liw� �Z T!>bSJ- HES Representative 2— Date Site Representative Date Note:The inspection result/status represent the result of the inspection process only and does not reflect the final certification status. s \ fY. y •�y�.. �1 �¢/� � *.,�•� �^ti. � may_ .I -y i .fit �•� j - r•�♦ � fir. ; � `•. - 1r t h rte. ,; ,. .�.Y • S. t � r MfC 1 S • '1 `�► '` fi' �'* ^ i V 0 y t 1� r f� ti ! � � + \\� ��� � © -+ , p�. � , � ' � � \ ��� � � � � . . � � \ !\^ .\ . � � � 4 <�w _ � �.. . � .�� . . . ;��% �_� . , . . .��v: . <4' . / . � - x \ � ° « . .� s % � ^ � . ! { . /\ � � �\\ � � \ �« , � » y � � •\�b7 � �� � ^ � � � � }� . -- \ / � �/� ' . � � � �. . - �� \� . � ƒ\ \ ��\ »- »� � ~ � � � � ` . . \\ y\ : � / . :: �� « v - l WW i f RC1 �. LA �.r 4 I d• i_ h z h .�w ., �¢4Y►. y _` c _ n'� � � � �� � �' � . .� ,c=�:� ,,� -- a'.� ,— -_ r �+� _ 'moi- 1�e. -••-._.. ri � . �� f. T- - �� t ,; _ - -" s - ,� _ r .'• . ,� } _ �. _ ,. �� T ,i '�� ~ .`\mak. ~=--'�' :w `,��• �Z \ ,/ yyy • E o�•..' qr.cam" • N � a �4 y�y qq r �r r IA �FJ7.+. 1 e • o e i : i m r WN ` Ipol INSULATION. IMP] Own— fflifflo L e ► � '' 1 l ,Mo y v► . ' UAMI I� [MMS ©� ' • MEM2 i .4S�ff` o TOWN OF SOUTHOLD—,BUILDING DEPARTMENT opo Gy= Town Hall Annex 54375 Main Road P:O.'Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtoWnny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: J�N - Appli'ca'tionsand forl- s':must be•:filled'out.in'their:esti'rety,.,ln-complete,':; applicatioris Will'riot b&accepted. Where the-Applicant is not:the owner,an B 1Ig-,DTNGr DE PT. Owner.'s Authorization form'.(Page 2)sFi_all:be completed.. : '.` Date: OWNER(S.)OF PROPERTY:. , Name: SCTM#1000- 030. igz.•bD D&X3,00 [.o !l/h 0_0 - - - - - - Project Address: Phone#: f13�=. a. � - T�rr�ail: LIGC-AJX4 Ce�iyJ - Mailing Address: `CONTACTTERSON ' Name: ,� ►JSlf D�M���, `1-� --- ------ Mailing Address: P v, 60 X 3 D- - f /r Phone#:&31. fit//_303 - Email: - - DES16N'PROFESSIO.NAL INFORMATION: _ Name: ?'0/J!� D CDwN-6LJ_ - ----------.. - - - - - - - Mailing Address: / 0p VTC �1! M�/Nl�,e��1z- HWY Phone#: 631" Email:TDD/ ' -ro,f�?wli ?-ISS. CONTRACTORINFORMATION:' Name: Mailing Address: Phone--#: Email: -- - - - -(� 31_--�-y�•,3�3�- - - -.. ...-- ------------ -- - -.u��tD�/�c�`'M - -Jlpr��i-/L,Ca�I :DESCRIPTION-OF PROPOSED.CONSTRUCTICIN ------------- KNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? QYes No Will excess fill be removed from premises? Yes El No 1 PROPERTY ]NFDRIVIATfOiV` - f '+ Existing use of property: v4� LANA Intended use of property: 6 A/& ( T.twu�, I Zone or use district:in which premises is situated,- Are there.any coVenants:and restrictions'with respect to this'propertyf QYes'XNo. IF YES; PROVIDE A COPY. (�sGheclC;'Cii9H'�ifter.:Read'tfl 3. The.owner cont actor dest'n "r"ofesslo a•Is:res onslb e`'fo"rall:dreina a antl s o"water.sues°as ov iledti' rm} .i r i Cha0ter236,ofthe:TowmCode:`APPCICi�TION.IS.HEREeY MADE=fo_ttie 0uiltlin' tie'artment'forthe issuattcefof;a Buitilln r Per`rrilf °ursuant>tostEte 6u ld�'`Zone .-..�:.. - Ordinance:of.;lie'Town of SoutFiolil`Suffolk Co`n 'Neuu Yo"rk;an`r�other:a' Iicabie[aws Ordinances or Re' ula ionsf o ,the co . . . :., ._..,:. �:.=�:.:.-:!•-,_.,._:�,:,.qtl,�, ,ph.._ � .g _ ,<frr.. n..r, ti tt;ofrbuildings;,:.,-... - addt#iuri4;`alteratlwr or,for=remoBal ar demolition as,heretniiiescribeii3.The'appllcant agreesao'comply",uvith'ail ap`plicalile lams;o'rdiriances,tiutiding code; ;,tiousing code'an egul4ions and to admit aiiEtior`tied;inspectars oh prem ses`ariil in building(si;:for;necessary inspecfions False stateinents;mad-bj*.in are; plmish'ab[e asaCla'ss A' �demeapor pursuantto Section 210 45 of the•New Yori<"StatePenal Caw ApplicatiomSubmitted 1#y.{ t name)- RUS�I /��t/ELc)°�'I�n/T i—LG l � Authorized Agent ❑.Owner Sig1iature.of:Appl`bant. bate:, STATE OF NEW YOU) :SS* -COUNTY OF ,b"w's and says,that(s)hia ls.tf a applicant ;(Name of individual signing contract) above named;, (S)he is the_._ _ uSg bjAI&F Lffl gx r, C1, ��iy77��GTl�/r (Conifracfor,Agent, Corporate Officer, etc,,) of'said,owner or owners, and is duly•authoriied to,perform or have performed,the.said'work and to make'-and file this application;that.all„staterrlents contained in this application:a're true.to the.bestbf 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 Q64 day of 202E ZZza_ jary Public MIGDAUA A ROQUE NOTARY PUBLIC,STATE OF NEWYORK 0110M7'V.OWNER AUTHORIZATION IUAUFIED IN SUFFOLK COUNTY I (Where the applicant is not the owner.)- COMMISSIONEXPIRES 11/29/291.3 I,_ !ez,+/I!4� Ll residing,at �I.3. (. 61 r11&e �t !3 Slfr i� A8/1 UP do'hereby authorize, ki l- c FtE / to apply on my',behalf to the Town,ofSouthold Building,Departmeht:'for''approval.as-described herein. Owner's Signature Print Owner's Name 2 fF01 LDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD y ooE,IV n Hall Annex- 54375 Main Road - PO Box 1179 o ® NOVO -Po Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(@-southoldtownny.gov - seand(EDsoutholdtownnv.-gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: march 28,2022 Company Name: Brilliant Electric Corp Electrician's Name: Mushtaq Qureshi License No.: 40896-ME Elec. email:mqurny@yahoo.com Elec. Phone No: 5168521272 ED I request an email copy of Certificate of Compliance Elec. Address.: 20 pratt Oval Glen Cove NY 11542 JOB SITE INFORMATION (All Information Required) . Name: 298 28th street LLC Address: 1545 The Strand East Marion NY 11939 Cross Street: The Greenway Phone No.: 5162383946 Bidg.Permit#: 46651 email:m.orlando@aol.com Tax Map District: 1000 Section: Block: 2, Lot BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): whole house electrical wiring , 200 amp underground service ,unfinished basement and attched one car garage Square Footage: 3400 Circle All That Apply: Is job ready for inspection?: YES 0 NO O Rough In F] Final Do you need a Temp Certificate?: a YESF-1 NO Issued On cmLjaf_ q-5—a,2— Temp -5—a,2Temp Information: (All information required) Service Size -11 Ph 03 Ph Size: 200 A #Meters 1 Old Meter# 0 New Service[j Fire Reconnect[ ood ReconnectOService Reconnect2ZUnderground E]Overhead # Underground Laterals 211 2 H Frame Pole Work done on Service? D Y DN Additional Information: Can you please email me copy of Temp for 200 amp underground service first PAYMENT DUE WITH APPLICATION ' CAnz t.YP-- wt vyL J' t t) 11 UT �OgOFFN LDING DEPARTMENT- Electrical Inspector r ' TOWN OF SOUTHOLD ; gl.,W n Hall Annex- .54375 Main Road - PO Box 1179 oo ANG O.�N w e0 4F Sod Southold; New York 11,97.1-0959' ��od dao c®w Telephone (631) 765-1802 - FAX (631) 765=9.502 " rogern5�southoldtownny.gov a seand(a7southoldfownny_0ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: march-28,2022 ,Company.,Name: Brilliant Electric Corp , Electrician' ` s.Name. Mu'shtaq Qureshi } .. r License No.: 40896-ME Elec. email:mqurny@yahoo.com Elec. Phone No::5168521272 I request an email copy of',Certificate of Compliance Elec. Address.: 20 pratt Oval Glen Cove NY 11542' ' JOB SITE INFORMATION (All Information Required) Name: 298 28th street LLC Address: 1545 The Strand East Marion NY 11939 Cross Street: The Greenway Phone No.: 5162383946 Bldg.Permit#: 46651 email:m.orlando@aol.com Tax Map District: 1000 Section: Block: dL. Lot ?j BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): whole house electrical wiring ,200 amp underground.service ,unfinished basement and attched one car garage Square Footage: 13400 Circle All That Apply: Is job ready for inspection?: YES. NO. Rough In Final Do you need a Temp Certificate?: Z YES ❑NO - issued On eVl�l�,t�_ q•5_. � Temp Information: (All information required) Service Size �1 Ph F13 Ph Size: 200 A # Meters 1 Old Meter# R✓ New Service0 Fire Reconnect[]Flood ReconnectOService ReconnectOUnderground®Overhead # Underground Laterals PI 1 2 H Frame Pole Work done on Service? Y N Additional Information: Can you please email me copy of Temp for 200 amp underground service first CP PAYMENT DUE WITH APPLICATION PERMIT# e kwa"�- Switches, W Outlets f - G FI's ` Surface - a t ti Sconces f ' H H's rl I I e UC Lts I� Fans Fridge HW Exhaust Oven 0'`� Dryer Smokes DW I Service Carbon Micro ` Generator Combo Cooktop Transfer AC 1�- AH Mini t�1C (g Special: 1s � Comments. PARAGON ABSTRACT,INC. 200 Corporate Plaza, Suite 203 Islandia,NY 11749 Tel. (631)-234-1100 - Fax (631)-234-1899 State Of New York) Title No. Para-53898 ) ss: County of New York)' PARAGON ABSTRACT,INC. certifies that a search made of the records of the County Clerk of the County of Suffolk from December 1975 to date, with reference to a request for a determination of proving single and separate ownership and the following has been found. District 1000 Section 030.00 Block 02.00 Lot 063.000 THAT the records indicate the following chains of title as to the subject premises: (SEE ATTACHED). Dated: July 13, 2021 ,L Sw rn t, before me this Paragon Abstract, Inc. D of 1,,/y , 2021 by: ' anine Schneider Senior Title Officer DA G 5 HIFFMAN No R blit• tate of New York C4998075 alified in Suffolk County My Commission Expires Aug 27,2022 1 VARIANCE SEARCH Title No. Para-53898 SUBJECT PREMISES: District 1000 Section 030.00 Block 02.00 Lot 063.000 May Cooper Francisco Dated: January 30, 1956 To Rec'd: February 1, 1956 Arthur L.R. Francisco &Helen T. Francisco, his wife Liber: 4063 cp 332 Arthur L.R. Francisco & Helen T. Francisco, his wife Dated: October 11, 1972 To Rec'd:November 10, 1972 Pebble Beach Realty, Inc. Liber: 7279 cp 489 Pebble Beach Realty, Inc. (the map developer) Dated: December 29, 1980 To Rec'd: January 6, 1981 Lorraine Li and Madeline Li Liber:8939 cp 569 Lorraine Li and Madeline Li Dated: June 17, 2002 To Rec'd: September 6, 2002 Madeline Li Liber: 12207 cp 433 NOTE: Madeline Li died December 28, 2018, Surrogate File#2019-537/A appointing Executors as Tyrone Li and Victoria Li. Tyrone Li and Victoria Li, Co-executors of the Dated: May 13, 2020 Last Will and Testament of Madeline Li To Rec'd: September 28, 2020 Lorraine Li Liber: 13072 cp 651 LAST DEED OF RECORD LAST OWNER FOR SUBJECT PREMISES D d: July 12, 2021 S orn t before me this 140 Paragon Abstract, Inc. y of Uig► , 2021 by: , eanine Schneider �° Yi0�' 111F1 11 Senior Title Officer N [a P bli ate of New York N t C4098075 alifieC m 5uttblk County My Commission Expires Aug 27,2022 7 r- VARIANCE SEARCH cont'd Title No. Para-53898 PREMISES TO THE WEST: District 1000 Section 030.00 Block 02.00 Lot 062.000 Pebble Beach Realty,Inc. (the map developer) Dated: March 13, 1981 To Rec'd: March 19, 1981 Leo Parrs Liber: 8976 cp 103 Leo Parrs Dated: November 5, 1984 To Rec'd: November 30, 1984 Thomas J. Ryan and Evelyn Ryan, his wife Liber: 9687 cp 232 Thomas J. Ryan and Evelyn Ryan, his wife Dated: November 7, 1989 To Rec'd: November 14, 1989 Steve Kasomenakis and Vicki Kasomenakis, his wife Liber: 10965 cp 346 Steve Kasomenakis and Vicki Kasomenakis, his wife Dated: July 26, 1993 To Rec'd: August 5, 1993 Kasomenakis Living Trust dated 5/27/93 Liber: 11638 cp 975 Kasomenakis Living Trust dated 5/27/93 Dated: January 15, 2003 To Rec'd: February 27, 2003 1645 The Strand, LLC Liber: 12237 cp 531 LAST DEED OF RECORD PREMISES TO THE EAST: District 1000 Section 030.00 Block 02.00 Lot 067.000 Pebble Beach Realty, Inc. (the map developer) Dated: January 19, 1981 To Rec'd: January 29, 1981 Stephen M. McCabe, Anthony J.Nicolini, Liber: 8952 cp 329 and Vincent J. Paradise, as tenants in common Da d: ly 12, 2021 S orn to b fore me this ! Paragon Abstract, Inc. D y of � , 2021 by: D SCHIFFMAN J ine Schnei er Not c-State at New York 140.0 SC4998075 Senior Title Officer ualified in Suffolk County My ommission Expires Aug 27,2022 j VARIANCE SEARCH cont'd Title No. Para-53898 Stephen M. McCabe, Anthony J.Nicolini, Dated: October 23, 2001 and Vincent J. Paradise To Rec'd: November 5, 2001 Irene Sauter and Bernhard Sauter, husband and wife Liber: 12151 cp 380 LAST DEED OF RECORD PREMISES TO THE SOUTH: District 1000 Section 030.00 Block 02.00 Lot 101.000 Pebble Beach Realty, Inc. (the map developer) Dated: December 30, 1975 To Rec'd: January 7, 1976 Pebble Beach Farms Lot Owners Association, Inc. Liber: 7969 cp 315 LAST DEED OF RECORD PREMISES TO THE NORTH The Strand The Liability of this search is limited to no great t than$25,000.00 Dated: July 12, 2021 Sw rn to efore me this Paragon Abstract, Inc. Da of , 2021 by� J ine Schnei e Senior Title Officer DAVID SCHIFFMAN o ry Public State of New York NO.0 SC4998075. Qua e n Suffolk County My Commissior Expires Aug 27,2022 [� SURVEY OF PROPERTY LOT 90 - MAP OF PEBBLE BEACH FARMS FILED:JUNE 11. 1975-MAP NO.6266 SITUATE �- EAST MARION,TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TAX MAP NO.: 10004030.002.00-063.000 QJ / G, rod*yI LOT AREA:-26,524B1-S.F.(0.609 ACRES) DATE SURVEYED:MARCH.2,2021 ELEVATIONS REFER TO NAVD88 F 4�j�T r' �pKES� ZONING:R-40 �o= 4 ya,36 -BOTTOM OF'BLUFE 1410'FROM SUBJECT-PROPERTY. � -NO WELLS WITHIN l 50'OF SUBJECT PROPERTY. 00 0 40 80 Feet SCALE: PINCH= 40 FEET TEST HOLE _ r O `� _ RJOTTOSCALD J MCDONALD GEOSCIENCE f � r DATE:FEBRUARY 26.2021 7`�P0 GRADE ELEV.'51.21 P Jf 2�t I , 1� 1' SM' DARK BROWN � LP S c 3' LOAM(OL) 56AA I Z "� so S'aS4Ri 12' SP ~BROWN SILTYSAND ty�aD• i m ? { �,0. `PALE BROWN FINESAND FE O 1 O per 00 71450 � �� O � { O �) SM BROWNSILTYSAND { prON• 0 0 s49` WATER IN 02 53' SM BROWNSILTYSAND O t (� 1�V�O�o WO' p�� Otn CO.� 59' SP'-WATER IN BROWN O 12 i I W S FINE TO MEDIUM SAND WATER ENCOUNTERED 49'BELOW SURFACE { i { D W {` V9 I S R=20.00S/ I L--31.422 y�'L� <O 1 y LOT 90� IdFA G <<p �t PROPOSED SANITARY SYSTEM ' i , 1250 GALLON SEPTICTANK(S.T:) (1)B'DIAM x 12'DEEP LEACHING POOL(L-PJ / I{ FUTURE EXPANSION(F.E.) ` / + 0 ROOF-DRAINAGE CALCULATION:. V {; 100 (1,945 S.F.) '(2"/HOUR)=331.CUBIC FEET REQUIRED 1 PROVIDE MINIMUM(1),8'DIAM.X 8'DEEP DRYWELL OR EQUIV. ' + hyo. 0G O0 • O � FP mot'. ra0 QPG G� 0� �f�e� �►—r Ne t J �` � i(r - {� I{t� Lr­, U ' JUN 2 Q,� 2021 SCDHS USE,ONLY .up-rNc•13E,PT LE+rA'I:GITE� . t COPY.IGHTJOIDA,1Cl'F.'YGS.J>,'YEy1NGKLG<LLInGMT,^,(Ypgt:'trJFaa ti� _ .^�VNAlITIiRntiEC hLTc'SiA�ON CE3L�G`ILtNTp TiBg SURVCYMAPpE1�NG AUtiM'Lb✓C` "J. JEV X?5 aEAL15'l.-4 Or.iEC'f10N TStYI. �_, t_ +".• Slib JtV131CN7 pF:1C•NVfiFK STATF_'2'VCi^ti.^,h Lt:V `l.���,,�ND�S�UR)T.E;�_�� 1tiiC PLLC� �ti�oF���°K a�,;��� w'�,�.:�"�"������:;J;�P�.R,�N��;.�`�,�=F���.��a�`�•�>�,RE .;•:..•:.'-.I,.,.i. �.•...• J"-i'•+a+n x...•. ». 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(0.609 ACRES) `t �Q.N.o DATE SURVEYED:MARCH 2. 2021 -ELDlATiONS REFER TO NAVD38 -7_ONING:R-401 C -BOTTOM OF BLUFF x41 O'FROM SUBJECT PROPERTY. 3 -NO WELLS tM1+St HIN 150'OF SUBJECT PROPERTY, 00 S C A I_E: 1 IN::Ij> .10 F_:, O ` rt/ Ao• ~�o�o �`F'''',.� TEST HOLE ;NOTT'b;CALn MCDONALO GEOSCSF_S10E {` Jn DATE:FEBRUARY 26,2021 GRADE ELEV.51.21 pAS 1' CLARK?ROWN SP, BROWAI Si_'`.'SAND ,� vJ, •o�,t IZ' GIN 44� .,p PALE BROWN FINE BAND n• C. Q O T ass. • r£• e �. �o q •,q t� ° � 7. RpW1I SILTY SANi:? 4J,1 WATER IN �1 ,c 1 51 S�• SM — BROWN SILTY SAND WAT7rP IN BROWN Ca '4 FINE TO MEDIUM SlaVb a '' i�NA'i'ER CNCDUi`t a cREC dD'FBF!-01•V,^,UR�-A:;� I G n � •L„ • t. .: sn roF q PROPOSED SANITARY SYSTEM 1250 GALLON SEPTIC:TANK(S.T.) - (1)B'DIAM X 121 DEEP LEACHING POOL(1-,P.) FUTURE EXPANSION(F.E.) .0 ROOF DRAINAG='•CALCULATION:. (1.. 5 S.F ) `(2"/HOUR)=331 CUBIC FEET REQUIRED t PROVIDE MINIMUM(1)8'DiAM.X 8'DESS'DRYWELL OR EQUIV. k� „4;,+•���"• }-tCAL"11 SF-RVlCEB K COUNTY ME:, R7MEN►OF L)C 0 SUFFOLK "FOR A � PERlAlT FOR j%'P i=R.•C-1ViiAi: L� CF::owtY JlNCLt" I •tib,-• ..'t� i`.a''!�'£�<:a��";,.,,,,A:'.t'"•.".,„,"..,,r�;.:.�'„`:`,�,���,'<.'w�;. ;"j'•.S,, n 5-:�v,.+.a1r..�•.C\_,1`.r.po.�.. ....,--•+..•.•�r - _ ;i ” ,�, .,., .r.,f N-iP� V' a,t NI 0, 1) E vation inspection Required A5' F3CCR Gh99�. 5 Sys$ern R `�^e 1'f..a' e'• f3AiE 0 APPRfl�lAL. Health D+epartm@n n z,s, �t•.� ����N` ��4: .�• REQ J�iC2:.4 •�, „��'�;.-1�,.��-,�'� SC FIS AJC LAND SURVEYING FILL EYING PLANNENG ' j V 77 S. COLEMAN N ROAD, CENTEREACH, NY 11720 ®mE: 631.846.9973. IL.: AjC246@0F'S•0Nl.NE-NE FOUNDATION ASMBUILT SURVEY LOT 90 - MAP OF PEBBLE BEACH FARMS FILED:JUNE 1 1, 1975-MAP NO.6266 SITUATE EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 3/ Ile // TAX MAP NO.: 1000-030.00.02.00-063.000 43A LOT AREA:26,524.81 S.F.(0.609 ACRES) DATE SURVEYED:MARCH 2,2021 FOUND.AS BUILT:DEC. 17,2021 -ELEVATIONS REFER TO NAVD88 ��GJ` �2•�' yy 52�" r,(A SET A os. " 4 84 36 () 40 80 Feet \�C� p• OG3/ SG SCALE: 1 INCH= 4 O FEET Ile 00 1 Ilk QJmv PQ�o/ -./5536 0 =0w j<< 0 ��O V Jltr��►�7��' 51•ZZh �?� 2 /��p �� � / 7 a ZZ. - N 110 `4 0�,�oh• 0 2 � 617 \ J��QcOOw ,6� \ ZOO M°NEN O QO F Qe y.33 l j Cn �2 �o \ USG 0 `0 01) \ \7 v R=20.00 M°NFN� \\ \°'00 S L=31.42 _F \ \ i �tiF c, \S)� \LOT 9C\ q N \ N O D .00 17 a 4) 2 ON,FND BOG o <10' D O �66G3 PGP�� OG� O NZ Wv O J ® � r0 mON�'D X00 �QPG�G��P 0si —0 OQ�`� a I�Q O O§0990 0 Z a r N W 2 r to a Lo / LEGAL NOTES / 1.COPYRIGHT 201SAIC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. '. ( SUBDMSION 2�OF NEW YORK STATE EDUCATION LAALTERATION W. MAP BEARiNGALICENSED LAND SURVEYOR'S SEAL IBAVIOLATION OFSEC110N 72�. ��' _ _ _ _ _ _ _ aONLYBOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK y A.J LANA SURV4 ING PLLC 44..CERTIFICATIONS ONTHIS BOUNDARY SURVEY MAP SIGNIFYTHATTHE MAP WAS PREPARED IN ACCORDANCEWITH THE CURRENT E%IST1 GCODEOFPRACTICE D OPINION. ' '�_ _�. l \J! !\I FOR LAND SURVEYSADOPTFD BYTHE NEWYORK STATEASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS \✓ i� FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TOTHE TITLE COMPANY,TO THE GOVERNMENTALAGENCY.ANDTOTHE LENDING INSTITUTION LISTED ON 0 LAND SURVEYING&PLANNING? T SBOUNDARATIONS HEREIN O y"f 5.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. i 11 r aTHELOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IF. r UNDERGROUNDIMPROVEMENTS OR ENCROACHMENTS EOSTORARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENT'ARE NOTCOVERED BYTHIS SURVEY. d)77 S. COLEMAN ROAD, CENTEREACH, NY [i'720 7.7HE OFFSETS(ORDIMENSIDNS)SHOWN HEREON FROMTHE_STRUCTURESTO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND U5E.AND THEREFORE 3 � �1�✓� I ARE NOTINTENDEDTD GUIDETHE ERECTION OFFENCES.RETAINING WALLS.POOLS.PATIOS PLANING AREAS.ADDITIONSTO BUILDINGS.AND ANY OTHERTYPE ION 0 .--..-PHONE' 631,846.9973r OF NLYSTR SURVEYS _}�-� S.ONLY RrZEDS DUND TTHE ECTABKERSEMBOSSED5FDLEHOULD BE RELIED UPON SINCE OTHERTHAN EMBOSSEDSEALCOPIES MAY CONTAIN 10 if } - 4..>�•'�i I UNAUTHRTYO AND MONUMENTS ERENMODIROT TSET S.PART F S.THIS SURiENS.ANDS OTHERWISE THERW EMAIL. IAJC246@OPTONUNE.NET I 10.9. LLMEASUREMETSREFE TOURVEYFETASPARTOFT I55URJEYUNLE550THERWSENOTED. N ../�y f O.ALL MEASUREMENTS REFER TO U.S.LLS.SURVEY FOOT. � U FOUNDATION AS-BUILT SURVEY LOT 90 - MAP OF PEBBLE BEACH FARMS FILED:JUNE 1 1, 1975-MAP NO. 6266 NSU8 2022 SITUATE EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-030.00.02.00.063.000 LOT AREA: 26,524.81 S.F. (0.609 ACRES) DATE SURVEYED: MARCH 2, 2021 FOUND.AS BUILT: DEC. 17, 2021 6'G%2f FINAL SURVEY:SEPT. 26, 2022 y 4� REVISED: OCT. 18,2022 REVISED NOV. 17, 2022 ��IQ �tcP/ -ELEVATIONS REFER TO NAVD88. -OFFSETS MEASURED TO FOUND. y� MpN.F <1 p?!3 0 40 80 Feet SCALE: 1 INCH= 40 FEET Vfig/ y6.58� 0 S QJ� �$/�/ \�•� 5y 36 0 CERTIFIED TO: STEVEN KRENTSEL ��V j j Oo y oo HEATHER KRENTSEL AO w ap�r� o SPANO ABSTRACT SERVICE CORP. FIRST AMERICAN TITLE INSURANCE COMPANY Misy���% S3 ks�� f JPMORGAN CHASE BANK,N.A. a/ 6A9 COVER FO F BURIED y7.22* PROPA ETANK- D �Q'� 275 p% cT :: �o.iia• ,�, MON. D. p O 5.5x73.0 I .0 BALCONY , 0 n r OVER O I Q y� ��G 4 PLATFORM r, 0JAO `� O •� •� �• 2�S��ohp�h��° Fr1D• Z 6+2�00�� 0D n �0 o Q� 2 p0 BD o 44 y�A �O 2 U o �p }� Q •O `poo 0 N N �FMONFND o R=20.00 S N L=31.42 'Li <O > 00 o S G s0 o < G Y ` tir � 3 v ,q LOT 90 0 a I— �� w O o Q Z O N Z p)d•FND GJOG r=- kpo �SP� In �i®F NeIV�+ �lpO �D��20 C`'y 0��� a p�P ® 4L0 �� yPG l ��_;v 41 N.FND 6oQ G� �t�P Mo 0?1 SPG o In ®$099 U L •� E O U ABBREVIATIONS:E.W. = EGRESS WINDOW,C/E=CELLAR ENTRY / Rr LEGAL NOTES: � I 1.COPYRIGHT 2022 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. 0 V I 2.UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF BECTON 7209, N ``0 p j 5U&IVISION 2.OF NEW YORK STATE EDUCATION LAW. Yom. l ltV V�`LAND. �y/{��1V 7�_ ��/I y�.• }�-�/T j AND UNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OFTHE SURVEYOR'S ORIGINAL WORK C ' SUR YV E 1 IN-V• 1 Lj1LG----- - AND OPIMGN. O I- _ - '\, R,,, Y \_'•' �; 4.CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENTEASRNG CODEOF PRACTICE J FOR LAND SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS U LAND-SURVEYING &=PL, NNIIVG( FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON P` � THIS BOUNDARY SURVEY MAP. Q f�� CERTIFICATIONS5.THE HEREIN SF 6.7HELOCATONOFUNOERGROUNDIMPROVEMENT5 RENCROACHMENTSARENOTALWAYSKNOWNANDOF NMUSTSEESP 'TED.IFANY 153 WADING RIVER MANO R., MANORVILLE 9UA949 + UNDERGROUND IMPROVEMENTSORENCROACHMENTSEX ORARESHOWN.THE IMPROVEMENTSORENCROACHMENTSARENOTCOVEREDSYTHISSUTVEY. O 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND7HEREFORE C PHONE: 631-846-9973 � ARE NOTINTENDEDTO GUIDETHE ERECTION OF FENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITONSTO BUILDINGS,ANOANYOTHERTYPE 0 -1-_______ OF CONSTRUG710N. 11 `.�'�•--r �,/'••tel } dl..-` B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES MAY CONTAIN GL REMAIL: INFO@ LANDSURVEYING'COM IUNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS.ADOITONS.AND CHANGES. V 9.PROPERTY CORNER MONUMENTS WERE NOTSETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. udl f V 10.ALL MEASUREMENTS REFERTO U.S.SURVEY FOOT. I / 0 FOUNDATION AS-BUILT SURVEY LOT 90 - MAP OF PEBBLE BEACH FARMS FILED: JUNE 1 1 , 1975-MAP NO. 6266 SITUATE EAST MARION, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. TAX MAP NO.: 1000-030.00-02.00-063.000 LOT AREA: 26,524.81 S.F.(0.609 ACRES) DATE SURVEYED: MARCH 2, 2021 G P / aha FOUND.AS BUILT: DEC. 17, 2021 FINAL SURVEY: SEPT. 26, 2022 REVISED:OCT. 18, 2022 G� P -ELEVATIONS REFER TO NAVD88. � 0 Q" / -OFFSETS MEASURED TO FOUND. ��, MON FND. `pa C 7 5x36 � Y 0 40 80 �4�O p�P/3/856 Feet SCALE: 1 INCH= 40 FEET P� 56.5a}I s 10 QJ� QQe'3/ \' 5536 �� - --- --- -•-•.. 3 �V ,p G 3/ •c � e � � MrH/�\ S3t•\ S� � � � � 66.49 COVER FO BURIED 2�8• i� vD 1. 2 + PROPA TANK o c') O ® �' 2 ?'� " ;a 27 5 `L D r �-.O a 22 MON. ^�2g' �. e UIQ � C7 D. ( �/ 0 L' CD .. -n 0 _0 1 0 'Ji �t' y G h 190 Q z vN `G o-, 2�0 IAOTA' ,f1 mac �o ' (gyp mr F�F'v C �0 c,l o m01) O ISO. s `v X20 N ""x s �n0 3� 9 vo�pJo �A `y �F MON'FND R=20.00 S L=31.42 i <OT I els', GG9� PEao\P rso, 9ti < 0 YY ,q LOT 90 N N O cq <0 N a m Q0 O w 0 �0 �2 QO ® LV -�1 c Ne �- I NOV 15 2022 �o �� O.Q_ � O SAG `' v i�r..11 MpNFND (p00 QPGFiG�kp. v �6 z Q • �' ,�,�������st F s���;��•�9a��s SIF a Z_ cy ABBREVIATIONS:E.W.=EGRESS WINDOW,C/E=CELLAR ENTRY In W x _ LEGAL NOTES: 1.COPYRIGHT 2022 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. N 2.UNAUTHORIZED ALTERATION OR ADDITIONTOTHIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECTION -1 7209•SUB-DIVISION 2,OF NEW YORK STATE EDUCATION LAW. U 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S / ORIGINAL WORK AND OPINION. S 4•CERTIFICATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFYT14ATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENT EXISTINGCODEOF Q ASJ'CLANjb SURVEYIN ��PLLC GOVERNMENTAL AGENCY TO PERSONSND TO THE FOR WHOM ENDING MTTHEBOED BY THE UNDAR SURVEY BOUND PREPARED,TO TEY HE TITLE C MYORK STATE ASSOCIATION OF PROFESSIONAL NANYTOTHE S,INC.THE _tri 5.THE CERTIFICATIONS HEREIN ARE NOT TRANSFERABLE. y .. 'LAND SURVEYING &-PL -' -1" ING�I 6.THE LOCATION OF UNDERGROUNDIMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST ESTIMATED.IF O 7 __ ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT I / _n._J� COVERED BYTHIS SURVEY. SE AND USE 77 S."COLEMAN ROAD,'CENTEREACH,NY l::ii�720-`' AND THEREFOREARE NOT DIMENSIONS) TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS. OOLS PATIOS PLANTING LINES ARE FOR A I AREAS,OAODITIONS TO 3 { p/� �Jv� �,/ -+li"'•"�r � BUILDINGS.AND�ANY OTHER TYPE OF CONSTRUCTION. 0 ice•-�.iPHONE:B31.846.99/J, Ii i•- � "� —� '--- e.ONLY SURVEY58EARINGTHE MAKERS EMBO55ED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EM8055ED5EAL COPIES MAY11 � CONTAIN UNAUTHORIZED AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS,AND CHANGES. y --^''''+ .Z If 9.PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. N 1�---r--�'-��EMAIL A c246@OPTONLINE.NET I IO.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. �� U NYSI F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE r .D "^^^^^ 471565734 DYNAMIC COVERAGE INC 18 SILVER BEECH LN r�{" BAITING HOLLOW NY 11933 �� . SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RUSH DEVELOPMENT LLC TOWN OF SOUTHOLD PO BOX 309 54375 NY 25 ISLIP NY 11751 SOUTHOLD NY 11971-1193 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12435870-7 661455 02/02/2021 TO 02/02/2022 6/25/2021 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:/MIWW.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 THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. 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: 1017553353 Policy Number: Date Entered: 6/25/2021 P6/25/2021 /-� CERTIFICATE OF LIABILITY INSURANCE (M MIDDIYYYY) 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). PRODUCER CONTACT Dynamic Coverage Inc NAME: PHONE 18 Silver Beech Lane (AIC, 1C No Ext: (631)369-6098 FAX Ne); (63 1)369-5889 E-MAIL Beth@D namiccovera einc.com Baiting Hollow, NY 11933 ADDRESS: Y 4 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Evanston INSURED Rush Developement LLC 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. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MIDDIYYYY M1DDIYYYY LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ®OCCUR 3EY8822-3 6/6/2021 6/6/2022 PREMISESEaoccurence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2,000,000 POLICY R PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Eaaccident $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY Per accident P $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION - ANDEMPLOYERS'LIABILITY Y/N STATUTE I I ER ANY PRO FIR IETOR/PARTNERIEXECUTIVEE-1N/A E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space Is required) Job Location:The Strand, East Marion, NY 11939 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 54375 NY25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold, NY 11971 AUTHORIZED REPRESENTATIVE r1p ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Y� Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1 a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured RUSH DEVELOPEMENT LLC 1800 GREAT NECK ROAD 6318413234 COPIAGUE, NY 11726 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 47-5656734 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Town of Southold Standard Security Life Insurance Company of New York 54375 NY 25 3b.Policy Number of Entity Listed in Box"l a" Southold, NY 11971 82640-00 3c.Policy effective period 10/11/2018 to 6/27/2022 4. Policy provides the following benefits: ❑X A.Both disability and paid family leave benefits. ❑ B.Disability benefits only. F] C.Paid family leave benefits only. 5. Policy covers: ❑X A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as desc' d above. Date Signed 6/28/2021 ByW-190A. Aaa (Signature of insurance carrier's authoriz d representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES IMPORTANT: If 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 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 Box 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 with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) III IIII�IIIIIIIIu11I0iIII1IIII(I1II0IIiI1I7)Illllllll I Additional Instructions for Form 10113-120.1 By signing this form, the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers' Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail.)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or--until the policy expiration date listed in Box 3c, whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection-with any work involving-.the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b)The head of a state or municipal department,-board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that --the payment of disability benefits and after January first,two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17)Reverse OLIMATIG AND OEOORAFHIG DESIGN CRITERIA TA E3LE 8501.20) WIND DESIGN 5U5JEGT TO DAMAGE �� �O i 4 W , FROM # GROUND SPEED d TOPOG ?4INDC-PECIAL WIND SEISMIC i ZONINO I O T I O�I O5 � _I I I `� A'aCxt7EcTS 7 _ TODD O'CONNELL SNOW (MPH) RAPHIG lydlND BORN DESIGN ►.•LEATHERING FR05T LINE TERMITE WINTER ICE FLOD AIR MEAN O O LOAD EFFECTS F EGION I DEBRIS CATEGORY a DEPTH Iz DE51ON BARRIER HA2 RD5 s FREEZING ANNUAL 'I//�/ ��� j ARCHITECT P.C. Ic ZONE m f TEMP Q REQUIRED h ', INDEX I TEMP TO1��N OF SOUTHOLD 0 TODD O'CONNELL AIA 50 150w1t NO NO I MILE B BOF 3 FT OD O FEt �� O / 1200 Veterans Memorial Highway FROM 5EVERE BFG HEAVY 15 YES F O D 1500 OR 55.4 GOAST PL# LE55 5EGTION: 30 BLOGiG: 2 LOT(5): 63 ' suite 120 Hauppauge,NY 11788 MANUEL J DESIGN CRITERIA n I/ �j }�� /� }� p p G � � P(631)650-6666 ELEVATION LATITUDE! WINTER 5UMMER ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HIGH TEMPERATURE ZONE: R-40 REGUIREL/ I- ROI-05ED / / /n/ F(631)650-6667 HEATING COOLING FACTOR TEMPERATURE COOLING ! DIFFERENCE M C(516)658-0325 ______ LOT AREA 40,000 Sa.FT. 26,525 Sa.FT. / ------ ------ ----- ------ ------ ------ ------ LOT WIDTH 150 FT. 120 FT. � / ' � , tr�,r '•. COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOGIT`( WET BULB LOT DEFTH 175 FT. 580.C1 5 FT. DIFFERENCE HEATING COOLING ------ ------ ------ ------ ------ ------ FRONT YARD 50 FT. 50 FT. SIDE YARD (MIN) 15 FT. 17 FT. 44 ` TO THE BEST OF MY KNOWLEPOE, BELIEF AND SIDE YARD (A65) 55 FT. 57.15 FT. ; ` �► ' PROFESSIONAL JUDGEMENT, THESE PLANS � AND/OR SPEC I F I CAT I ONS ARE IN COMPLIANCE FEAR YARD 35 FT. 243.5 FT . • WITH THE FOLLOWING: BU I LD I NO HE 1 OHT 55 FT. 30.58 FT. 46 ' 2020 RESIDENTIAL CODE OF NEW YORK STATE s PUBLICATION NO\/EMBI=R 201Q LOT GOVERAOE 20 % o E51MENODE OF NEW TIAL CW YORK STATE 2020 R _ MECHANICAL SYSTEMS APPROVED ' GRAFTERS 12 23 FOR E OVED AS NOTED / /r � 2020 RESIDENTIAL CODE OF NEW YORK STATE DATE: B.P.# At OCCUPANCY OR / CHAPTERS 24 FOR FULL $ GAS SYSTEMS °5''0 FEE: BY: Z o/ z 2020 REW YNOTIFY BUILDING DEPARTMENT AT RESIDENTIAL GODS OF NEW STATE CHAPTERS 25-33 FOR PLUMBING SYSTEMS '65-1802 8 A TO ;4PM FOR THE USE IS UNLAWFUL -OLLOWING INSPECTIONS: 2020 RESIDENTIAL CODE OF NEW YORK STATE FOUNDATION - TWO REQUIRED WITHOUT CERTIFICATE z CHAPTERS 54-42 FOR ELECTRICAL 5"5TEM5 POR POURED CONCRETE (�F OCCUPANCY � O � 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE 3. NOSULATION UGH AMIFJG & PLUMBING L/ Vl�t� I / / / Z A5 ADOPTED WITH THE 2018 IEGG 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. z THE PROJECT GOMPLI,ANGE METHOD CHOSEN IS TOTAL ALL CONSTRUCTION SHALL MEET THE UA-ALTERNATIVE AND A RE50HEGK HAS BEEN SUBMITTED REQUIREMENTS OF THE CODES OF NEW COMIPL`l WITH ALL CODES OF / /� Q �,°g /` hL�Vflfl�WITH THESE DRAWINGS. YORK STATE. NOT RESPONSIBLE FOR �Jr;L1l YC1RK STATE & TOWN CODES � / �F F��Uw�w� } DESIGN OR CONSTRUCTION ERRORS. AS REQUIRED AND CONDITIONS OF / � z U QZ WN m OUTHOLD TOWN ZBA r o H �� z� 3 °► 1C DO 7SOUT OLD TOWN PLANNING BOARD /m - Q z Z)z w v �T ^� D E�'RH SOUTHOLC'�'"dN�TRUSTEES / o }a s°m° = O FRW'.,:ING UT1 1'.SUI1VEY _ OF FOUNDATION LOCATION N-Y-S.DEC HAS BEEN APPROVED. ��� �o ETAIN STORM WATER RUNOFF �"j / , O R?348 rxrcrs ^tion PURSUANT TOCHAPTER 236 �0<-Jwoi,-o � • * n OF THE TOWN CODE. 1'�,QuY <�> per 46/6 NYS Cade / , oo m TRUSS PLACARDING REQUIRED, REQU111M q • All extet�.or la htin g PLUMBER CERTIFICATIO :�stalled�rep�aced or ON LEAD CONTENT BEFOREirc aired rhr-11 conforM OCCUPANCY P CERTIFICATE OF 0 to Chapter 172 21.0of the'To�4rn Code SOLDER USED IN WATER / I SUPPLY SYSTEM CANNOT I / Q 0 / n EXCEED /2110 OF 1%LEAD. 51.0 53.0 � N / `r I � I31'r:•.=er door 4a— / / L PLUMBING ori ;, I Q PLUM and ductwork / lu ALL PLUMBING WASTE ' &WATER LINES NERD testing required. t--va.41 TESTING BEFORE COVERTNG 2 STORY. / / RE51'7ENGE Q / I z Manual must provideti / / n 17.0' LU T), 3 and S as per �,A oti < NYS Energy Code / n 54S r 55.0 =5.0 I 14— I I � o 10 / •® N o 1V) tu / - 7 u� �- m ' / � I �6 .00 , � � z m __ -- i1L cnJU VZ - _ .--- �- ua V � aIL LU O N F- 54 M� / M� < IV _ M 'I MM M M x-U z �---M M___M M---M M-M-M--M----M i N' M O 56 m N � tum PLOT FLAN � z z SCALE: 1"' = 20'-0" � O z La Lu, p GENERAL NOTES ,-... I. CARBON MONOXIDE ALARMS AND CARBON 6. AS PER 2020 NY5RC SEG. R310 MONOXIDE DETECTORS SHALL BE INSTALLED EACH HABITABLE ROOM SHALL HAVE » R'� 1 T c,T C IN BUILDINGS AS REQUIRED IN ACCORDANCE AT LEAST ONE OPERABLE WINDOW TODD O'CONNELL FOR EMERGENCY EGRESS WITH A R- A1R C H ITECT P.C. WITH SECTION 115.2 OF 2020 NY5FG N 5T5TEM5) MINIMUM CLEAR OPENING OF 5.7 SQ. !" p FOR(CARRE51D MONOXIDEBON T AL BUIDLDING5IO NTER W RED FT. (GRADE FLOOR OPENINGS SHALL TODD O'CONNELL, AIA HAVE A MINIMUM CLEAR OPENING OF FIRE/SMOKE AND CARBON MONOXIDE 1200 Veterans Memorial Highway Olt WITH BATTERY BACKUP AS PER 5.0 SQ. FT.). THE MIN. HT. OF Suite 120 DETECTORS 52-O 2020 NEN 'rOR< STATE OPENINGS TO BE 24" AND MINIMUM Hauppauge,NY 11788 42'-0" RE5DF-NTIIALDCODE SEG. R514 AND R515 WIDTH TO BE 20" AND THE BOTTOM p 631 650-66 " OF OPENINGS NO HIGHER THAN 3'-8" ( ) 66 2�-0 15-o SHALL BE INSTALLED IN DWELLING UNITS A.F.F. F(631)650-6667 O T51DE OF EACH SEPARATE SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. C(516)658-0325 WHERE A FUEL-BURNING APPLIANCE 15 T ALL WOOD P05T5 SHALL BE BUILT err rr rrgrn�� r j��, r rl,_i, LOCATED WITHIN A BEDROOM OR I75 UP WITH (2) 2X4'5 NAILED TOGETHER W/ ATTACHED BATHROOM, CARBON MONOXIDE IOd NAILS @ 8" O.G. UNLESS OTHERWISE 12" P. GONG. DETECTION SHALL BE INSTALLED WITHIN THE NOTED TRENCH FooT1N6BEDROOM. 8. ALL FRAMING SHALL COMPLY WITH \,�cG� � h� NOTE, ANDERSEN 400 SERIES WINDOWS OR EQUAL TO BE 2. ALL ELECTRIC WOORK SHALL BE THE NEW YORK STATE RESIDENTIAL ��, •1` INSTALLED PERFORMED IN STRICT ACCORDANCE CODE 4" CONCRETE SLAB w/6x6 1O,(O w.W.M. WITH THE LATEST EDITION OF THE N.E.G. ` v Cf. ALL EXTERIOR PORCH/DECK/ F OVER 6 MIL VB. ON 401 °. Q COMPACTED GRAVEL ' 4. ALL CONDITIONS AND DIMENSIONS G L t m_ ON GGMPAGTED SOIL GRAVEL FILL W/ m STAIR FRAMING TO BE ACO �. PERFORATED PIPE TO BE VERIFIED IN FIELD BY THE LUMBER-U.O.N. !" F GENERAL CONTRACTOR AND REPORT ANY DISCREPANCIES TO ARCHITECT 10. ALL ELECTRIC TO REMAIN AND .��y � S�P 2'-II" a'-4" 2'-q" PRIOR TO START OR CONTINUATION MODIFIED TO ACCOMMODATE NEW CONSTRUCTION. FINAL ELECTRIC TO GRAVEL FILL OF WORK BE DETERMINE IN THE FIELD PERFORATED_ IP 26'-0" _ -8 8 5-o _ p m 5. NO GALV. NAILS OR CONNECTORS IN 11. ALL ANCHORS, STRAPPING AND m I8 7 — m 7-5 AGQ. LUMBER ARE PERMITTED. ALL CONNECTORS AND HARDWARE TO BE — — CONNECTORS AND FASTENERS FOR ACG SIMPSON STRONG TIE OR AN APPROVED N LUMBER MUST BE STAINLESS STEEL OR MANUFACTURE AND TO BE INSTALLED A5 O BOND BEAM HOT DIPPED GALVANIZED 5-185. ~ # PER MANUFACTURE WRITTEN z N - - - _ - - - - - - - - - - J (- - - - - - - — - - - - - - - - - INSTRUCTIONS- UNLE55 OTHERWISE NOTEDy SK TIE NEW FOUNDATIONS --241-411 ,nI m _ 12. ALL ENGINEERED LUMBER TO BE W/#4 REBAR o 24" TIE NEW FOUNDATIONS u.1 Z W/4 REBAR o 24" to I o CLADDED AND SEAL AS REQUIRED O O.G.VERTICAL;MINIMUM of 2; TO PROTECT AGAINST THE v Z F$' P ATI WALL N = I &ROUT FILL SOLID (TYPICAL) o&ROUUTT FILL SOLID (TYPICAL) 19 OI WEATHER ENVIRONMENT _ 40'-4" I ' I x2 P. ONG. 'OOTIN6 I N ® ® I 10" POURED GONG FOUNDATION WALL I m p w IA (2) 4 BAR W/2"x4" I W/4 REBAR VERTICAL O 56" O.G., Y; IN. 56' BELOW D " TOP G E. ( YPIGAL) I I I OF WALL,4 R.EBAR HORIZONTAL NEAR O I = < O O O 'v I 1/5 POINTS IN WALL STORY 4" CONCRETE SLAB I STAIRS 4 GUARD NOTE: a r W y ►� I I w/bxb (° W.W.M. - v I N I 12x24 P. GONG. FOOTING o OVER b MIL V.B. ON 4" L — I (TO COMPLY WITH 2020 R.G. OF NY5 R31 18312) 8 w g W ro m I W/(2) 4 REBAR W/2"x4" COMPACTED - I -STAIRWAYS SHALL NOT BE LESS THAN 36" I GRADE (TYPIGALJ NOTE: BACK HALF �- oN COMPACTED 5o1L I I IN CLEAR WIDTH ABOVE THE PERMITTED o �`! I KEYWAY;MIN. 56 BELOW ~ o W OF DWELLING JOISTS , HANDRAIL HEIGHT AND BELOW THE REOU I RED CI z�T �' Q � I PROVIDE RAIL FRAMED ® 12 O.G. _ I p � o ,�„ — J I HEADROOM HEIGHT ILI O in N TO CODE � PROVIDE FLOOR DRAIN i _ Q W' .4 a z Q o � — 24 X36 DEEPx -MINIMUM I MAX R 5�HEADROOM HEIGHT TO BE 6'-8" � ¢ Q Wr _ x LL NOT EXCEED &4" o ' } IMS0 p PREFAB DRYWELL IN X ^m I n r -MIN TREAD SHALL NOT BE LESS THAN, Cl" z o °M < LAB m I -STAIR PROFILE: NOSINGS SHALL NOT BE Q o Z m / I ¢ 2"Xb" STUDS ® I6" ac. o I I LF-55 THAN /4 NOR MORE THAN V4. '� p o�'� x I2 I R-21 INSULATION I I -LAANDRAON SHALL BE PROVIDED ON .AT o 1 ��, o SIDE OF EACH STAIRWAY WITH tp MSG CELLAR O 2"X6" ACO SILL PLATE m 5-O ABEL TIE NEW FOUNDATIONS UNFINISHED 4 L — — — J w/#4 REB R ® 24" Q I TWO OR MORE RISERS. TOP OF HANDRAIL O.G.VERTI AL;MINIMUM OF 2; I - &RouT FIL SOLID (TYPICAL) o SHALL NOT BE LESS THAN 34" AND NOT z ~I°'a N$o z 3_8 I MORE THAN 5a". ALL REQUIRED HANDRAILS a�z, 12" P. CONIC. (3) I "XII " LVL FLUSH O SHALL BE CONTINUOUS TO THE FULL LENOHT N TRENCHFOOTIN 2f'-2.. —�..........r...�. _ I _I OF THE STA I R5 FROM DIRECTLY ABOVE THE o UP I I TOP R 15ER OF A FLIGHT TO A POINT PIT FT. LOADH/ ST. PIPE COL. = DIRECTLY ABOVE THE LOWEST RISER OF THE ( I 2"X8" LEDGER O W/24"x24"x12" � I-I I RS ®t8" GRAVEL FILL T- FROM POURED GONG. FTG. ¢ Q I m Ib AD5 ® 10"i I PERFORATED IP FLIGHT. ENDS SHALL BE RETURNED OR SHALL m o — — — — J — — r — (TYPICAL) 2x7 _1 I TERM I NATE IN NEWEL POSTS OR SAFETY .......__ _ I TERMINALS. HANDRAILS ADJACENT TO A WALL WIb 31 STL. DROP ED CONTINUOUS SHALL HAVE A SPACE OF NOT LESS THAN V:2" 417�PT. LOAD — — —— — o I FROM ABOVE L J FROM ABOVE FT. LOAD L J FROM ABOVE I BETWEEN THE WALL AND THE HANDRAIL. HAUNCH �� I I 10'-II%2" Io'-IV:2" 3Y�" ST. PIPE COL. 13-II �) HAINDRAILS SHALL NOT PROJECT MORE THAN rn H In ® I I NOTE: DOUBLE ALL F.J. H/24"x24"x12" -I - - 4 2 ON EITHER SIDE OF THE STA I RWA`It'. UNDER POSTS I v o -GUARDS/RA I L I NGS ARE REWIRED FOR ANY UNDER PARALLEL WALL POURED GONG. FTG. , , PARTITIONS ABOVE (TYPICAL) fa SURFACE 50" ABOVE FLOOR OR GRADE. a`- 4"x4" POST I I 4" CONCRETE SLAB TIE NEW FOUNDATIONS $ -GUARDS/RAI L I NGS SHALL NOT HAVE ,4 GAP Z) DROP FOUNDATION w/bxb 1O,(° W.W.M. W/#4 REBAR® 24" OVER b MIL V S. ON 4" O.G.VERTICAL;MINIMUM OF 2; I 3 OF PASSAGE OF MORE THAN 4" FOR DOOR I I COMPACTED GRAVEL _ GROUT FILL SOLID (TYPICAL) d ON COMPACTED SOIL I B B I I I s/MALLSTYPE -AND O LINGIG _ NOTE: FRONT HALF It w/ IN 3'-O" OF MECHANICALS loll POURED 4 REBAR oN0 FOUNDATION I N KA L OF DWELLING JOISTS I I O Q 1U FRAMED ® Ib O.G. #4 REBAR HORIZONTAL WITHIN 12" TOP OF POINTS#4 I;MBAR N WALL STORY HORIZONTAL NEAR Imo- O , I I u- z 1/5 '� m I" FA.I. ry I I 4" CONCRETE SLAB x N OVER b MIL VB. ON 4" I W/(2) #4 REBAR W/2"x4" m N Q COMPACTED GRAVEL I I KEYWAY;MIN. 56 BELOW Icl ON COMPACTED 501E GRADE. (TYPIGALJ Q �- - - - - - - - - - - - - - - - - - - I FOUNDATIONS I 4 CONCRETE SLAB NOTE, CT VENT_ TI NEW REBAR•I 24" OVER b MIL VB ON 4" CONFORM WITH MANUFACTURE S T = lu I I O.G. VERTICAL;MINIMUM OF 2; COMPACTED &RAVEL INSTALLATION INSTRUCTIONS ANDI`q/6x �D GROUT FILL SOLID (TYPICAL) ON COMPACTED SOIL CLEARANCES FROM UNPROTECTED 1 I 1 J tt- COMBUSTIBLE MATERIALS AS �0 Z V I NDICATED ON THE APPLIANCE TRENCH FOOTING (LABEL AS PERM 701.1 F THE r v DROP FOUNDATION NYS RESIDENTIAL GODS J-4-1 _ - FOR DOOR I I Z I- - - - - - - - - - - - - - - _j 2'-O" L2._o.. v , (yiJ�-•L- 3'-4y2" 5'-4y2" 13'-O" � +s-- �--Z LL 52'-0" 3'-8" WALL KEY t — EXIST TO BE REMOVED EXIST TO REMAIN O'n NEW WOOD FRAME GN5TIt FOUNDATION PLAN ,n NEW POURED CONCRETE O , `�i 7 SCALE: 1/4" = I'-O" ® 4"x4" POST UNLESS OTHERWI5E O < Z NOTED n .• LH ® HOLD DOWN AS NOTED HARD WIRED SMOKE L� O DETECTOR W/ BATTERY BACK-UP Q ® 50 GPM FAN TO EXTERIOR m N m HARD WIRED CARBON MONOXIDE ! z Z Q DETECTOR W/BATTERY BACK-UP N MIN 12" A.F.F. AS PER 0/ Q Z 2020 RESIDENTIAL CODE OF NYS # O z SIE DENOTES EORE55 WINDOW 7 0 o 4" FRESH AIR VENT € J I`THROUGH ROOF I I :'ARCH11 ECUS I TODD O'CONNELL ARCHITECT P.C. I � I TODD O'CONNELL, AIA I 1200 Veterans Memorial Highway g Y Suite 120 211 Hauppauge,NY 11788 -----T—.SkIs�WER—� --T-----7---------i---- —I i T _i sHOWe,z --- P(631)650-6666 f j I I I I I F(631)650-6667 I 1 I i 1 j 1 j I C(516)658-0325 -75—) Z'71 0" AGQ 3 2"X10" AGQ - (5) 2"X10" AGQ I I I I I I I I I I I 1 2"� I 1 1 5111 I 1 1 2 1 11 CW I 1 1 1 2" _611)1,611 ACG POST b"X6" AGQ POST W/ 12 2"I 1 1 2:: 2::1 1 I COLUMN ENCLOSURE COLUMN ENCLOSURE II/2:1 I i ;:r,t r ':rr �r,l fir::vrrris 1 i 1 1/2" 1 1/2" 1 -� SECOND II I 1 O p FLOOR 1 1 I PD51. NOTE: ANDERSEN 400 SERIES WINDOWS OR EQUAL TO BE 0 Q 'tom I INSTALLED b d e. e. 10'-O" I6'-O" 26-0" -2'-8" 7'-4" 8'-6" '71-61'— PROVIDE " " HOLD DOWN - FWGB bll - POST *GX 15-5 P05T RST FLOOR b"X6" (5) 2"X12" (5) Ij"XI4" LVL PROVIDE P05T PROVIDEb::Xb:: - G.O. Z # iv HOLD DOWN - - *GX 35 - _ 2"X12" AGQ LEDGER HOD Dom -J POST �' S 4 v ED I LAG TO EXIST WITH 1" 0 1 A---PT. LOAD m ~ ( AND b" LAG BOLTS I' O.G. FROM ABOVE - 'n O } STAGGER TECO JOISTS TO POST LEDGER WITH ZING COATED w a U z OR HOT D GALVANIZED I6 -0.. 25-O m TO SANITARY HWH u a .r —t O J H P05 IL 21" NON-GOMBUSTABLE O u O O O 1 I X HEARTHLL Q'�' �otu V �n a AFETY 6LAZIN& - o Q O " O N ~ L h �t in KITCHEN iV = - -O p I� 00 I u� � W x , " UME31 N R 1 SER NASTElnoq�am�' fn oz� z �JOOOwO = " SCALE: 1/4" = I'-O" Q N o m 1 O NOTE: BACK HALF r NEW UL APPROVED PRE-FAB 6A5 O z p U H ' PROVIDE RAIL X Q Q a i z cV =� OF DWELLING JOISTS 1 I _ F.P. TO BE SEL. BY OWNER; " TO CODE FRAMED 0 12" O.G. " EXTERIOR COMBUSTION AIR DUCTS 6'X6 d IR B F O O } SHALL BEA LISTED COMPONENT POST = N w Q m -. OF THE F.P.; INSTALL ACCORDING 0 -`X�r r tdo m TO MANUF. INSTRUCTIONS X PROVIDE 5Qx7Q POCKET m 1 1 X u� LL> U w-w :AIL TO COPE— m - - 2x7 — — — = (3) I "Xi l J:: LVL FLUSH PROVIDE 00 �D t m RAIL TO CODE Q Y - � NO QQ mooi-oma UP 5'-0 1� = O ROOM v I POST 15 R ci ' 0- BATH BUTLE•w - - SHOWER D ® O" X r PANT7iY � O I � � SHOWER X Q I I m N U I SE S 17 I E ®t8': IU POST--\ ry (, o Ib A 5 I ' I6 A S ® 10" Q 7 m ` 7>1 t - - d) - 1 5" 11 g" LVL F SH I "XII g" LVL FLUSH `� j_ GW -i 3x7 P +� _ :: 611 /::�//:: :: :: 6::�//:: " HM50 B 5 RI E 6:01, `t, OST POS P S POI�5VT SECOND rUB TUB LABEL 4 a:: m L� III I I I FLOOR FD 41211— RO DE C O I I NOT : - UBLE ALL F.J. I I —� w—� � � HO DOWN PROV I D RAIL b" b" �\1 VP v1 I UNDER ARALLEL WALL I I �—�w �w—�w � �w � �w—�w �w— cw—cw—cw—cw— —u, T CODE P 5T �,: - PARTIT ON5 ABOVE m � IL II I � � 2"x10" G.J. m 16" O. . -1 u l < NO FRONT HALF I I _ -t B FDI INC = 11) O DWELLING JOISTS I I �; I'y° ROOM - v F MED ® I6 O.G. �_ X X - XI I I I I d GAS` S/a" TYPE-X SHEE GK ti III I I I F I RST ( t>- Z cV WALLS AND CEILING I` N 'XIO" ACO LEDGE FLOOR LAG O EX15T WITH " I I LOAD I I N - (5) 14"XI I J" LVL PLUSH " AND 6' LAG 15OLT5 1' O.G. ROM ABOVE ""'—"w - I I I b,�Xb:: �w—�w �-�i-�-�w- —�w � < �0 �ib,_ 5TAGG R TECO JOISTS TO " N '(= LEDGER WITH ZING COATED ��FT. LOAD POST Ca bXb P05T OR HOT D I ED 6ALVANI ZED a - FROM ABOVE yz L LL �1 — — — — I '-O" x 7T. '-6" 3 "XIO" M(5) 2"XI (5) 2"X10" rq cw— —cw—cw 51 -I=SZ'i�"— - 31 PROVIDE *CIXI425 P05T 5L.T6. SL.TG. fi'05T Xb *CX1105 HOLD DOWN BACKFLOW O HWH PREVENTER 2"x10" G.J. o I6" O.G. IS' O" lu II' 2tt 2"x " AGQ G. . o Ib" O.G.6"Xb" GQ POST W2 COLUM14 ENCLOSURE W/2"X4" AGQ RIPPED 4:12 UA Z W b"Xb PROVIDE - (3� 2"X O" AGQ - _ ^ c� 11 - PCST47HOLD DOWN � Q //�� G G N/ � � +•-� 5QX8Q GARAGE DOOR �LUM�I�V I J JU��L I f n Z sl� 1k 1k (5) 1 j"XII 4" LVL V I ` SCALE: I/4" = I'-O" —n j..�..��/ r PROVIDE b Xb �1 / A/ v Z HOLD DOWN . POST J-j iR._ �-- TABLE P5201.7 V —IJ)Z 7-6 7-6 1 O I I 3 I I -5 7 P5105.1 ROOF EXTENSION ` , OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE SIZE OF TRAPS FOR PLUMBING FIXTURES V. O 52 -oilTERMINATED NOT LE55 THAN 6 INCHES ABOVE THE ROOF OR 6 TRAP SIZE INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, PLUMBING FIXTURE MINIMUM !� WHICHEVER IS GREATER. WHERE A ROOF 15 TO BE USED FOR (INCHES) LIA �- t D ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR O BATHTUB (WITHOF WITHOUT SHOWER HEAD AND/OR SUNBATHING DECK OR FOR SIMILAR PURPOSES , OPEN VENT 1 1/2 ` , PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE WHIRLPOOL ATTACHMENTS) nO v �-I fi�ST �L��� PLAN ROOF. BIDET I I/4 i� N� �-- P5105.2 FROST CLOSURE CLOTHES WA5HER STANDPIPE 2 10 1 SCALE: 1/4" = 1'-0" WHERE THE X17.5 PERCENT VALUE FOR OUTSIDE DESIGN DISHWASHER (ON SEPARATE TRAP) 1 1/2 TEMPERATURE 15 O°F OR LESS, VENT EXTENSIONS THROUGH A FLOOR DRAIN 2 O z ROOF OR WALL SHALL BE NOT LE55 THAN 5 INCHES IN KITCHEN SINK (ONE OR TWO TRAP5, WITH OR — DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE WITHOUT DISHWASHER AND FOOD WASTE DISPOSER) I I/2 MADE NOT LESS THAN I FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. LAUNDRY TUB ONE OR MORE COMPARTMENTS I I/2 p LAVATORY 11/4 SHOWER (BASED ON THE TOTAL FLOW RATE 0 (� THROUGH 5HOWERHEAD5 AND BODY5PIRAYS) N W FLOW RATE: th O 5.7 GPM AND LESS z MORE THAN 5.7 GPM UP TO 12.5 GPM 21/2 N O 0 MORE THAN 12.5 GPM UP TO 25.5 GPM 5 p z ORE THAN 25.5 GPM UP TO 55.6 GPM 41 # -w-t m o 0 o 1 > 4 �ARCEIKI' ECTS p 2-1'-O $ TODD O'CONNELL " 15-O ARCH ITECT P.C. LIGHT i VENTGAL.C,f� LLQ+IT i VENT GAL.G.FOR TODD O'CONNELL, AIA BEVROOMI EEDROOM 3 1200 FLOOR AREA= 313 S.F. FLOOR AREA= 15q S.F. PROVIDE RAIL Suite 120 6LA55 AREA= 35.q S.F. 6LA55 AREA= 18.3 S.F. TO CODE Veterans Memorial Highway Hauppauge,NY 11788 VENT AREA= 50:J S.F. VENT AREA= 11.3 S.F. LIGHT= 12.415115 LIGHT= 01.6% DECKING TO VENT= 15.11% VENT= 01.1% F•1% FSELECT 631)650-6666 (631)650-6667 C(516)658-0325 DEPROOM r,rCrr,,-r:C'Ff'r�iff:af rC; LIGHT 4 VENT GALL.FOR LIGNT HT i VEG a M '4' � FLOOR AREA= Ib6 S.F. FLOOR AREA= 180 S.F. - to it C f; �3x f )r�;{a`.•Cf.3:rrfiTi5 &LAS5 AREA- 24.2 S.F. GLAS5 AREA= 15.3 S.F. OI BALCONY VENT AREA- 23.0 S.F. VENT AREA= 11.3 S.F. �p LIGHT= 14.5% UiSHT= 12.4% VENT= 13.5% VENT= 15A% 42'-O" 11 1 NOTE: ANDERSEN 400 SERIES I6'-O" 26'-O" r, + r'. , 7 WINDOWS OR EQUAL TO BE 15'-11" 2'-I" 4'-6" 6'-10" 6'-6" 8'-2" INSTALLED -� PROVIDE PROVIDE HOLD DOWN FW 60611 HOLD DO 13 *G 5 TG. �' " WN �f Q� PROVIDE (5) Pioll (3) 2"XI cV HOLD DOWN *01 15 3) 2 O �2 STL. FP. DRO ED 3 10 W/ (2Z, X� L. FP. RO IS'-O" 4"X6" -- 6" 6 0 m POST 6"X6" POST P ST 1 POST HIS a �_ BATH _L�\ I 1 O T' X Z X V -� BEDROOM z _ II'-O" Ul O J V o o (V 4 M LIJi Q ~ IOL (V DIOL U�00 -LL 'f'_6" 51-6" x X o HER n — — — �� Qo �o W BEDROOM a a N O N o► V_ UX PROVIDE RAIL — — t - ��8ajg� 3 - LVL ID E 0 m ry O O LTO CODE 0 o 1 X14" LVL ID E 2"xl2" R.R. m Ib" o.c. z �a z�o g V w m m m I v I o i - - - - — U u °QoZW O �� Q U 6"xb" 1 4„X6„ 2¢x-tQ I k� l W� P05T POST I d Q I Q 11 I� 1 11 RMERS S ( — iz IN ® a x'1 L P05T I I I I I I I �U� Z m -10" 0 0_—� _ L 0 LU -4 = (3) I "XII VL LUSH (3 "XII (3) I "XII " LVL FLUSH — z i-u,��� AT VL FLUSH "X6" 2¢>C7Q BEARING X a i ST a a d- WALL I I I I I I Q Wo u Q . cV PROVIDE 4x Q n m m m o �- _ CRICKET-­,, cc O -- — 4'-0" 14'-O" - -O 3Qx7 4"X4" 3 x�Q I— I I I 1 1 POST 0 ROVIDE A FLOC R DRAIN B — o X e VER DRYER �0 - -� TOETERIOR I - BEDROOM ►� '� I -C _ PROVIDE LU ` NI O BEDROOM iv `} I X I I I I I I I I I I X -- 3Qx7Q HOLD DOWN - POS"T3 Q n r I I I I I II I I I j W I -- BATH I I 6"X6" o p 4"X611 POST "x12" R.R. "xl2" R.R. " n n _611X611 El I 4X6 2 xl R. 2 xl R.R -- _ — POST POST m2gx72 POST o I6 O.G. Ib X <Sfi �� �� �� G. m I O.G. O I6 O.G. (5) 2 XI2 W/ (2) XI I LTL.f:. FL SH 3 2"X10" _ (5) 1 XI I LVL FLUSH _ PRO IDE — — r — — AF 3 TG. r — — 016 O.G. ,� GRI KET -- (5) 2"X10" (3) 2"XIO" W O U_ z -- PROVIDE *GY125 *G 25 2"x12" R.R. a 16" O.G. 2" 12" R.R. a 16" O.G. HOLD DOWN PROVIDE -6 -6 51-1111— —� 7-6 N d HOLD DOWN N I 41-611 2"xb" G.T. a 16" O.G. #�l.J — 12'-3" 13'-O" 12'-3" 'I , J-�-1 421-011- z 2'-O" z _'ft:5E00NC> FLOOR PLAN ROOF PLAN 0 0< SCALE: I/4 = 1'-0" SCALE: 1/4 V-0" � v 1� —�Z Q .x il✓ �< O NU)� Y- - F- O OL pr ua - 0 o � � w m z M MI O Q z_ • tu O Q Q ARCHITECTS' TODD O'CONNELL ARCH ITECT P.C. f T.O. ROOF _ _ _ _ _ _ _ _ _ _ TODD O'CONNELL, AIA ELEV. +33'-10" 1200 Veterans Memorial Highway Suite 120 ASPHALT SHINGLES TO BE SELECTED —_ t8 / _- \ Hauppauge,NY 11788 \ / P(631)650-6666 OVER 15# BUILDING FELT 12 j MID-RAFTER SPAN _ _ _ _ _ _ \ A 31 12 / F(631)650-6667 LEV. +30-1 l8 C(516)658-0325 j \ ...... . ........ / 4x3 ALUMINUM GUTTER 3x4 �rftrtrt.; {,r ALUMINUM LEADER TO BE SELECTED BY OWNER / T.O. SECOND FLOOR PLATE FLA5HIN6 i ELEV. +26-I1" 12 y. 12 �L-] I GWI35 SECOND FLOOR _ � \ .............. ... 111 _O_T.0. FIRST FLOOR PLATE ELEV. +I6-10° T" \ tri O .. .. z lfl ...... Ci SIDING TO L L V z BE SELECTED r Q r-Q 0 ►p �� �IQOO 0.� QOM FIRST FLOOR � At���o m ~ ELEV. +6'-10" (r6.83 ...... _. _......... ~ z CION F oa _ - Z lu N'P k aL 153.0) o' <WRME34 'U 1J.- T-z - L2-1!-J J � Qg Nwwgz °L om 0 55 <Q1N0 iziLONE ST GRADE _ <1) 0ZI FL ELEV. O'-O" 5-0-05T-- NORTH 0.0 NORTH ELEVATION oo }- 50ALE: 1/4" = I'-O" �� QN130Fo3 0 3 0 m T.O. R003F ELEV. +3 '-10" — — — — — — — — — — — — — ASPHALT 5HINGLE5 TO BE SELECTED OVER 15# BUILDING FELT MID-RAFTER SPAN ELEV. +30'-7° _ _ �. . .. .... MI 4x3 ALUMINUM GUTTER N/ 3x4 W.....,.. _ ... _ ..............w. _...... . ,.. .,,.._. ALUMINUM LEADER TO BE SELECTED BY OWNER . T.O. SECOND FLOOR PLATE _ ELEV. +26'-II" U 51DINO TO BE SELECTED _.. . — oL ry � D SECOND FLOOR T.O. F I RST FLOOR PLATE— _ ..... tu _—ELEV. +I6-10" .� J LU� Nfy Z tu �— FIRST FLOOR ELEV. +6-10" _-__. , F N d (53.0) l.0 w - . LOWEST GRADE O.O _ D ly ELEV. O'-0" 50.0 lu O � 101) EAST ELEVATION m � o z 50ALE: 1/4" = i'-O" p� O z O Q Q Ln 0 5i a w, ARCHIII EC11 T5 TODD O'CONNELL JARCH ITECT P.C. T.O. ROOF ELEV. +33'-10" - - - - - TODD O CONNELL, AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge, NY 11788 MID-RAFTER SPAN ELEV. +30'-7" - - - P(631)650-6666 F(631)650-6667 ASPHALT SHINGLES TO BE SELECTED OVER 15# BUILDING FELT C(516)658-0325 _ . �r� `r;r;r:("t; Kl'.:.�i. (F.��W 9Il.f r .f r -. T.O. SECOND FLOOR PLATE ELEV. +26'-II" 4x3 ALUMINUM GUTTER W/ 3x4 , ALUMINUM LEADER TO BE SELECTED BY OWNER 51DINO TO r d u v. CO At BE SELECTED cJ. . . ... ...... ............ _0SECOND FLOOR ............ ..... GWI35 ELEV. M -0T.O. FIRST FLOOR PLATE ELEV. +I6'-10" z # v = I fQ z �z Fw FIRST FLOOR _ _ . .. ......_...... . ............._. Q '� � 0 ELEV. +6'-1o" X6.83 _ MHOUFf }n Id OC— -JON V <�zu°n�'� zWop� VI- 51.0) .. (51.0) �GB �o Jam 0 LOWEST CRAVE _ O.O ELEV. 0'-0" 50.�— o��'o� w U� 2 p 5OUTH ELEVATION SCALE: 1/4" = 1'-0" 3 o ° aQ= � u� 4 Q$ �O M 3 T.O. ROOF 42 ELEV. +33'-10" - - - - - - - - - - - ASPHALT 5HINGLE5 TO BE 5ELECTED OVER 15# BUILDING FELT 0 MID-RAFTER SPAN - - - - IL ELEV. 4x3 ALUMINUM GUTTER W/ 3x4 ALUMINUM LEADER TO BE SELECTED BY OWNER _.._..-._...-_.. .... _ IY T.O. SECOND FLOOR PLATE U ELEV. +26'-II" !t LUz 51DINO TO - F- tL BE SELECTED LL N < 1, d � p 14SECOND FLOOR ELEV. +17'-II" tu — — — — -0T.O. FIRST FLOOR PLATE ELEV. +I6'-10" lyLU Z JU ily_. ... .. Ul 7 — = ............ U .... .. ........ O Q. ... bAv Z LU �— _._, LU . . . .. ....... FIRST FLOOR .. � I— ELEV. +6'-10" (36.83 _..... ...... ..... .... .. ... M... (53.0) _.. OL DA - LOWEST GRADE _ ELEV. O'-O" 50.0 Lu ;;;;;;;;; NF-5T ELEVATION m � o cv O z �✓ 50ALE: 1/4" = I'—O" 4 < Z m � Q O 0 IS 2"X411 STUDS ® 1611 D.G. 2"X8" R.R. ® 16" O.G. RIDGE VENT - ® FLASHING LINE OF GUARDRAIL AND HANDRAIL BEHI / 1 J"X14" LVL RIDGE 12 12 / \ — — — — _— — _— _— _— _— _— _— _— _— _— _— _ ;ARCWH—C—S ASPHALT SHINDIES TO BE SELECTED -TT Tl- �IT- F1 FTI 7T Tl- IT-IT-I n 1-71 Tf ARCHITECT P.C. t8D / OVER 15# BUILDING FELT 1�i /� TODD O'CONNELL 2"X12" R.R. a 16" O.C• 5/4X4TOPPLATE 771 1 J"X14" HIP RAFTER 2 X 4 RAIL o I I I I I I I I I I I I I I I( I I I I I I I I I I I I I I I I I I I I I I TODD O'CONNELL, AIA 2 X 2 BALL15TERS m 5" O.G. m R-30 INSULATION I 1200 Veterans Memorial Highway 2"X12" G.J. ® I6" O.G. 2 X 4 RAIL L M I I I Suite mo 120 PARE TOP OF WALL I � � LL I I I LJ 1-L1 LL JL ( - I Hauppauge,NY 11788 1 4x3 ALUMINUM GUTTER W/ 3x4 AND PITCH TO DRAIN _ _ ALUMINUM LEADER TO BE — — — — — - -MIN 2" COVER P(631)650-6666 12 SELECTED BY OWNER FINISHED GRADE — — — — — — — — — / LINE OF EK15TIN& STAIR F(631)650-6667 /jro BE REMOVED _ —_ — C(516)658-0325 I "X18" LVL RID6 BEDROOM LAUNDRY � BEDROOM POLYSTYRENE RIGID INSULATION / �) tr,+rrCrr+,ref rT'!1� �1 � .rtjdia 3 4 R-21 INSULATION 2"X6" STUDS ® 16" O.G. ;:rr r;( r tfl,firt S .rriSS " GDX PLYWOOD SHEATHING 12 51 D INC TO 2"X6 G.T. ® I6 O.G. BE SELECTED ASPHALT SHINGLE5 TO BE SELECTED • _ p OVER 15# BUILDING FELT (3) 1 j"XII J" LVL (3) 1 i"XII 9" LVL 3�"XIIk 560 TJI F.J. ® Ib" O.G. s s Cry ' 2"?CIO" R.R. ® I6" O.G. � 4" POURED GONG 5LAB v o 2"XIO" �: „ W/&Xb 10/10 WWM 2 .CIO G.J. ® I b O.G. (3) I XQ LVL BLOCK 1/3 SPANS 8" CMU FOUNDATION �- WALL FILLED SOLID FALSE DROP FALSE DROP #4 RE-BAR® 24" O.G. DINING FOYER IL VING 1/2" POLYSTYRENE RI61D INSULATION P.G. FOOTIN ;a �+ 4x3 ALUMINUM CUTTER W/ 3x4 ROOM ROOM R-21 INSULATION a° ALUMII�UM LEADER TO BE Q 2"X6" STUDS ® I6" O.G. (2) 4 BARS GONTIN AT FTG r SELECTED BY OWNER GARAGE O " GDX PLYWOOD SHEATHING 24"0 X 560 DEP N s/a° TYPE-X 5HEETROGK �_SIDIN6 TO 2"X6" STUDS ® I6" O.G. - WALL5 AND CEILING BE SELECTED L005E GRAVEL FILLz # " GDX PL•YWDOD SHEATHING f v F- — SIDING TO -� R-30 INSULATION t�l BE SELECTED BLOCK 1/3 SPANS z tJ1 3 XII 560 TJI F.J. ® I6 O.G. TYF I GAL CELLAR ENTRY DETAIL � z 4" CONCRETE SLAB ' , SCALE.- 1/2" = 1'-0" W/6x6 .(o W.W.1M• OVER 6 MIL V.B. ON ,� o COMPACTED GRAVEL I I 0 5 w W a ON COMPACTED 501L FU O 13 10" POURED CONC FOUNDATION WALL Q Q 0 ��20 4 REBAR HORIZONTAL WITHIN 2" TOP O -1 Q O } 10" POURED GONG FOUNDATION WALL I I I I CELLAR W/4 REBAR,VERTICAL ® 56" O.C., _ —�� OF WALL,#4 REBAR HORIZONTAL NEAR � S 13F. [A 4 REBAR HORIZONTAL WITHIN 6" TOP I I I O UNFINISHED 1/3 POINTS IN WALL STORY F FQ VuZ O ILI OF WALL,4 REDAR HORIZONTAL NEAR O 4 CONCRETE SLAB _ 1/3 POINTS IN WALL STORY W/6x6 10'(0 W.W.M. Q-*�WW z Z ~JUW� ~ OVER 6 MIL V.B. ON 4" O� V COMPACTED GRAVEL 4, m F O ON COMPACTED SOIL � O �z�F 11 H 12x24 P. CONC. FOOTING I I I I 12x24 P. CONC. FOOTING 0 8 O pp Q of U Wi(2) 4 REBAR W/2"x4" I I I W/(2) #4 REBAR W/2"x4" KEYWAGRADE36" BELOPq KEYKAY;MIN. 56"(TYPICAL) GRADE. (TYPIGAL)BELOW U LL OU O w MONTH \ ` J RID �`� oa� GE VENT 1 j"X14" LVL RIDGE Qko �$o SGT I O LJ�'5 11 - � � ASPHALT SHINGLES TO BE SELECTED SCALE: 1/4 - I -O o Q r Q OVER 15# BUILDING FELT HURRICANE ANCHORS MANUFACTURED BY USP CONNECTORS MODEL No. TMU26,TMU210 I 4x3 ALUMINUM GUTTER E 3x4 OR APPROVED EQUIVALENT AT EVERY - ALUMINUM LEADER TO BE SELECTED BY OWNER RAFTER TO RIDGE CONNECTION WHEN 1 oti 2"X4" STUDS ® I6" O.G. k ca RAFTERS DO NOT ALIGN ` 2"X12" R.R. ® 16" O.G. HURRICANE ANCHORS MANUFACTURED BY USP CONNECTORS MODEL No. ST22 P ALT SHINGLES TO BE SELECTED OR APi'ROVED EQUIVALENT AT EVERY OOF RAFTERS OVER 15# BUILDING FELT RAFTER TO RIDGE CONNECTION 4 1� R-30 INSULATION WHEN RAFTERS 6 2"X12" G.J. ® 16" O.G. 4x3 ALUMINUM CUTTER W/ 3x4 RID (3) I "XII �" LVL _ ALUMINUM LEADER TO BE SELECTED BY OWNER N POLYSTYRENE RIGID INSULATION 1 8 R-21 INSULATION pYr (3) 2"X10" W/ (2) "Xa" STI. FP. 2"X6" STUDS ® I6" O.G. < " GDX PLYWOOD 5HEATHII N6 = BEDROOM LAUNDRY BATH SIDING TO V(X O j BE SELECTED -u' DECKING TO SELECT PROVIDE RAIL TO GODS 2"X6" ACO SLEEPER RIPPED 4:12 O DECKING TO SELECT - WATERPROOF MEMBRANE 2"X8" ACG SLEEPER RIPPED 4:12 N WATERPROOF MEMBRANE PLYWOOD SHEATHING 2"X6" AGQ SLEEPER RIPPED J:12 i�1170E 5Tfi AFF I N DETAIL PLYWOOD SHEATHING BLOCK Ira SPANS BLOCK I/3 SPANS 4x5 ALUMINUM 61UTTER W/ 3x4 Q 2"X8" AGQ SLEEPER RIPPED 4:12 SCALE: 3/4" = I'-O" 2"X12" JOISTS ® I6" O.G. ALUMINUM LEADER TO BE SELECTED BY OWNER 4x3 ALUMINUM GUTTER W/ 3x4 _ # ALUMINUM LEADER TO BE 3 "XII " 560 TJI F.J. ® I2" O.G. (3) 1 i"XII k LVL (3) 1 J"XII g" LVL HURRICANE STRAP QC SELECTED BY OWNER " (3) 2"X10" ACO 2 XI2 LEDGER HURRICANE STRAP BLOCKING ALUMINUM &RATE WITHOUT ANY (3) 2"X10" ACO KITCHEN 1/2" POLYSTYRENE RIGID INSULATION 11 KEY OR TOOL REQ'D FOR - �1 -2 INSULATION REMOVAL O FOYER 2"X6" STUDS ® 16' O.G. Z �- �ADE - " GDX PLYWOOD 5HEATHING `1 J JU SIDING TO Z ^ BE SELECTED 4 CONCRETE SLAB _Z— WINDOW WELL W/6x6 1% W.W.M. 3k"XI1k 56D TJI F.J. ® 12" O.G. R-30 INSULATION OVER 6 MIL V.B. ON 4" 3 "XII " 560 TJI F.J. ® I6" O.G. �O [! COMPACTED &RAVEL 1 8 TRENCH FOOTIN �-.. --� ++� To VERDIN 501E li ON COMPACTED SOIL BLOCK 1/3 SPANS BLOCK I/3 SPAN5 Z W/6xb ofo W.W.TE M$ LU f OVER 6 MIL V.B. ON 4" COMPACTED &RAVEL LL i 3 3 ••i� O PERMANENT LADDER 12" P. GONG. TRENCH I I PROVIDE IGESHIELD I PROVIDE IFLASHINC oN COMPACTED Soil FOOTING I AND FLASHING11-1'-HI6x5I STI. n ff nn REQUIRED } PIN SLAB TO FOUNDATION I I PIN SLAB TO FOUNDATION ( I W/ #4 REBAR ® 24" O.G. I W/ #4 REBAR ® 24" O.G. 12" P. GONG. TRENCH FOOTING OSED NOTE FOUNDATION I I I I CELLAR O I I - UNFINISHED 0 �� BAR5, GRILL5,COVERS, UNFI 1S1-ED NOTE: FRONT HALF PROHIBITED OVER WINDOW X ( ( I I NOTE: BACK HALF OF DWELLING JOISTS 10" POURED GONG FOUNDATION WALL �-- WELL UNLESS DEVICES Q I I _ u , RELEASABLE OR REMOVABLE o 0 0 o VEL FILL ( O OF DWELLING JOISTS „ W/4 REBAR VERTICAL ® 56" O.G., FRAMED ® 16 O.G. 4 REBAR HORIZONTAL WITHIN 12" TOP FROM INSIDE WITHOUT USE I ( I I FRAMED ® 12 O.G. OF WALL,4 REBAR HORIZONTAL NEAR Z OF KEY,,TOOL OR EXCESSIVE o O I/3 POINTS IN WALL STORY FORGE RATED O O PVC PIPE I I I 4" CONCRETE SLAB � � � � / I I W/6x6 lo�(o W.W.M. Q OVER b MIL V.B. ON 4" pL COMPACTED GRAVEL D 1 I ON COMPACTED SOIL ' 0 E--3-12x24 P. GONG. FOOTING _ 0 12 W/(2) #4 REBAR W/2"x4" (� Id KEYWAY;MIN. 36" BELOW fn O X J &RADE. (TYPICAL) ry O z z C RE55 NELL DETAIL 5EGT I ON A-A o Q z . W 3 50ALE: 1/4" = I'-O" O SCALE: 1/2" = 1'-0" O HURRICANE ANCHORS MANUFACTURED BY F d, SIMPSON STRONG-TIE CONNECTORS MODEL No. H2.5A Ij" MIN. EDGE OR APPROVED EQUIVALENT AT EVERY DIFFERENCE FINISH TO BE SELECTED 4.��SLAG w/ RAFTER TO PLATE CONNECTION BOTH SIDES WHEN A R C H i T£ CYT S -RAFTERS DO NOT ALIGN WITH STUDS 6•x6.IOAO VW COMPACT GRAVEL FILL TODD O'CO N N E LL RCH H ITECT P.C. 4' PITCH S A13 1 1 WALL STUDS ® 161, O.G. 5/8"Ox12" STEEL ANCHOR BOLTS AT 5'-0" O.G. MAXCULTURED STONE FACE TODD O'C O N N E L L, A I A SIMP5ON 5TRON6-TIE CONNECTOR v L.#H-1Z TO BE USED WHEN MIN EMBEDMENT OF 'i." d ro BE SELECTED v 1200 Veterans Memorial Highway RAFTER ALIGNS WITH STUD _ °d �p '� / \ Ib ba. COIL STRAPPING NANUFAGTURED SEE PLA 9 0° °d�oo6� o ° Suite 120 USE A MINIMUM OF TWO 6d / :° o cu Hauppauge,NY 11788 BY SIMPSON STRONG-TIE CONNECTORS 4 °o oO° NAILS Tf IIS SIDE WITH A a P{631)650-6666 TOTAL OF FOUR INTO RAFTf° •�I I I MODEL No. G516 OR APPROVED EQUIVALENT � �. —I I F(631)650-6667 FINISHED GRADE ° COMPACT FILL C(516)658-0325 `\ d 12'POURED CONCRETE ROOF RAFTS BOTTOM PLA d d ° ° FOUNDATION tirtf,i7l i:l:ff fij3:(fi, ifli"a DOUBLE TOP PLA 1 RIM JOIST A i I z d i O STUD PLATE TIES MANUFACTURED BY SIMPSON ` (2)04 RE-BAR 5TRONG-TIE CONNECTORS MODEL No. RSP4 1 oad OR APPROVED EQUIVALENT AT EVERY STUD TO PLATE CONNECTION WHEN RAFTERS DO NOT NGNOR E30LT DETAILE `I \ ALIGN WITH STUD I 5GALE: 5/4SUB FLOOR = V-0" °^ " 1�_O:� FLOOR JOIST OUNDAT I ON DETAIL L �.. � STUDS ® I6" O.G. I t"',`•,`°f. • , SCALE: 5/4" = P-O" << , ° I ° 0 ,5d NAILS INTO PLATES Ib Ga. COIL STRAPPING MANUFACTURED I&HT 8d NAILS BY 51MPWN STRONG-TIE CONNECTORS OTE: to INTO STUDS MODEL No. 0516 OR APPROVED EQUIVALENT ALL STRAPPING TO BE INSTALLED AS PER MANUFACTURES 5TI AFF I NO DET, I L SPEGIFIGATIONS AND NYS GODS 0 WALL STUDS m I6 O.G. F- SCALE: 5/4" = 1'-0" < v LOOR 5TRAFF I NO DETAIL USE SIMPSON Z-MAX OR HMO CONNECTORS Z In TO INCREASE CORROSION RESISTANCE SCALE: 5/4" = 1'-0" )- FOR ALL HARDWARE IN CONNECTION v Z USE 51MPWN 2-MAX OR HMO CONNECTORS W/ AGQ LUMBER. TO INCREASE CORRO51 ON RE515TANCE FOR ALL HARD1 RV A00 UELUMBER.CONNECTION w N U WALL 5TUD5 o 16" O.G. Q WALL STUDS o 16" O.G. 2'-0• R405.1.2 ICE BARRIERS I1 U.� �y� I1u11�oo 2xb STUDS• Ib'O.G. PROVIDE ICE PROTECTION Wa1GH Q CONSISTS tt2l Q F V LAYERS OF AUNDLLEAST RLAYMENT ��~m V -7 CEMENTED TOGETHER OR A N OOSELIQ Q¢O POLYrM In'COX SHEATHI MODIFIEDITUMEN SHEET TO EDGES OF ALL ROOF SURFACE'S N V Q O~�� W Q SIDING TO BE SELEG 12 EXTEND FROM THE LONEST V Q lzD } Q u DETAIL 3/A-81 FOR TO A POINT NOT LE55 THAN 24 J N(2)2x6 AGQ SILL PLATE STRAP DETAIL INGLES INSIDE THE EXTERIOR flup J U W S/8'ANCHOR BOLT•3'-0.O.G. }Q I F u Q m F I Q 4 OR D WALL LINE OF THE BUILDING. Q- 2 z 0. NUI V ASPHALT SHINGLES TO MATCH EXIST N O O w z W V �L STRAPPING TO BE SILL INSULATION t -30OVER IBATTIINSNSULATIONING T p j z p[ -- BOTTOM QQ V I- BOTTOM PLATE TERMITE sI X Q RIM JOIST INSTALLED AS PER MANUFACTURES TRIM To SELECT Q 4 _ z Q o SPECIFICATIONS AND NYS CODE a 'P.GONG.SLAB w/ — 2x12 R.R.a I6•oz. w p U SEE DETAIL I/A-6 FOR � µQ1 O J . 6xb IOAO W'R•t TO ALIGN STRAP DETAIL Q Z>O O m /f p/ — \ n'GDX PLYWOOD SHEATHING z Q ~ WITH EXISTING SLAB 96Ul z m u w BOTTOM PLA e vEHIT,?D VINYL r I INLIM!DRIP EDGE AGQ SILL PLA —'I�.;I I I=1 I=1 I i I I t7 �: — d — 2"Xb•FASCIA TERMITE SHIEL -III—III= d 1 ° 0 9> o E, a 4 -1 11=1 11=1 I _ d In•srr ROuc N F z 1u;3 F o LL NJNOTE: -1 I I—III o O 2x12 GJ.a Ib"O.G. ALUIMINUM GUTTER z_F H 713- FLOOR p SLAB ON ORAD O O n _ n _ n �'u o Q d u o SUB FLOOR ALL 5TRAPPING TO BE _ ^� •COMPACT FILL '" FLOOR JOIST INSTALLED AS PER MANUFACTURES -I I�_ ', . ° MIL POLY VAPOR BARRIER HURRICANE ANCHORS MANUFACTURED ` z II ro BE sELE,TED *u w a�u x oZ EXPANSION JOINT — BY 51HP50N 5TRONG-TIE SPECIFICATIONS AND NYS GODS Q Q= SILL PLA CONNECTORS MODEL No.H25A OR Q Qi APPROVED EQUIVALENT AT EVERY TERMITE SHIEL 16 Ga. STRAP TIES MANUFACTURED STUD PLATE TIES MANUFACTURED BY f RAFTER TO PLATE CONNECTION BOTH -2I BATT INSULATION BY SIMP50N 5T'RON6-TIE CONNECTORS SIMPSON STRONG-TIE CONNECTORS MODEL No. RSP4 10•P.CON,.FOUNDATION A. 2x4 KEYWAY SIDES FOUNDATION WALL �� WALL ° 2x6 STUDS a I6•oz. ODEL No. GSI6 OR APPROVED EQUIVALENT. d OR APPROVED EQUIVALENT AT EVERY STUD STRAP TO HAVE MIN. 12" BEARIN6 ON THE STUD TO PLATE CONNECTION �'R n•GDX PLYWOOD SHEATHING AND WRAP UNDER SILL PLATE AT FOUNDATION. 24x12 P.GONG.SPREAD T1'VEK HOUSE WRAP } FOOTING a 56•BELOW . , ((� "x5"A' STL. BEARING PLATE MANUFACTURED "x55x2 STL. BEARING PLATE MANUFACTURED GRADE MIN• BY SIMPSON STRONG-TIE CONNECTORS MODEL No. DdD BY SIMP50N STRONG-TIE CONNECTORS MODEL No. 14•SHEET ROCK ex LBPS'2 OR APPROVED EQUIVALENT ° BASE MOLDING T LBP5v2 OR APPROVED EQUIVALENT A A •n BE SELECTED ICAL 5/a"xl2" HOOKED ANCHOR BOLT THERMAL BREAK /a"xl2" HOOKED ANCHOR BOLT 3/4'PLYWOOD SUBFLOOR 3-O �� O.G. ® 5'-0" O.G. AND 12" FROM CORNERS - ® '1" MIN. EMBEDMENT INTO CONCRETE AND WALL OPENINGS TYPICAL TJI P.J.• Ib•O.C. WITHIN 6-12" OF EACH END OF PLATE OUNDAT I ON 5TfiZ,r FF I NO DETAIL IM J015T SCALE: 5/4 - I O OUNDAT I ON 5Ti AFF I NO DETAIL R-30 BATT INSULATION 5GALE: 5/4" = 1'-O" RIM JOIST A5 BARRIER 50ALE: 5/4" = 1'-0" WHEN NOT ALIGNED WITH RAFTER, PROVIDE HOLD DOWNS AT V CONNECT KING STUDS TO TOP PLATE, ALL CORNERS AND BOTH PROVIDE HOLD DOWNS AT SEE ROOF STRAPPING DETAIL WRAP (Y4" GALS. 20 6A. COIL STRAP SIDES OF OPENINGS 6' ALL CORNERS AND BOTH VER TOP OF TOP PLATE 4 NAIL OR GREATER IN WIDTH SIDES OF OMNINC75 6' OR GREATER IN WIDTH 12'SHEET ROCK -21 BAT INSULATION V ROOF FRAMING 2•x6•• 16,OZ. DOUBLE 2X STU DOUBLE 2X STU HURRICANE TIES MANUFACTURED BY Q SIMPSON STRONG-TIE CONNECTORS MODEL (L/ F- SIMPSON HDU5-SD92. SIMPSON HDU5-SDS2. No. H2.5 OR APPROVED EQUIVALENT AT EVERY ZO RAFTER TO BEAM CONNECTION BOTH SIDE WW DEGKIN XX s a Y CRIPPLE e • 21x6•STUDS• I6.O.G. N Q (V STUDS DOUBLE TOP PLATE R-21 BATT INSULATION �0 DECK JOIST n"COX PLYWOOD SHEATHING TYVEK HOUSE wAP II �� POST GAP MANUFACTURED BY SIMPSON 3/4'PLYWOOD SUBFLOOR y STRONG-TIE CONNECTORS MODEL No. B052-5/6 IDING AS SELECTED BY OWNER Il1L�) (V Z -HEADER OR APPROVED EQUIVALENT INSTALLED TJI F.J.• 16"O.G. - AS PER MANUFACTURES SPECIFICATIONS R-30 BATT INSULATION tu a AGQ SILL PLATE l l JACK 1' ' v t� STUD ILI v FULL LENGTH S/e" THREADED STEEL RO S/8° THREADED STEEL RO BEA T7=RM1Tg sHEILD� SILL INSULATION _ ` 'Z M SIMPSON HDU5-SD52. CEILING AS PER R5021 z II MIN.12'INTO CON L EXTED �-1 tT WALL STUDS SIMPSON HDU5-SD52. _ s/a•m ANCHOR BOLT EXTENDED A _ FRAMED OPENING FOR NEW DOUBLE 2X 5 F o G,AND MAX of Ir FROM WINDOW OR EXTERIOR DOOR DOUBLE 2X STU DECORATIVE COLUMN COVER THE END of�� PLATE TION SIMPSON HDU5-5D52. SIMPSON HDU5-SD52 6x6 COL I FOUNDATION��PSI J-I--1 HOOKED ANCHOR BOLT (� Z „ HOOKED ANCHOR BOLT COLUMN BAS t-- «4 REBAR W/04 BAR a 48"O.G.VERTICAL V / MIN. 12 P FOUNDATION v MIN. 12" PENETRATIO z INTO FOUNDATION MASTIC DAMP PROCFINF INTO FOUNDATION EXTERIOR OF FOUNDATION AS (� Z e N 1*4 REBAR PER 8406 11��---- • O O ==FINMJIi CRADC cl lu iL- II—III—III—III—IIl tU EXPANSION JOINT -III-1111 I;,III=��I 4'CONCRETE SLAB 7 I I—III O (� T -IT — I 7- TI 1 ' COMPACTED 6RAG ON 4'kv 6x6 Is HM OVER 04 REBAR MASTIC DAMPROOFING NOTE: A ' UPLIFT CONNECTION 15HEADER AID AT �� v A II I ON COMPACTED SOIL NO UPLIFT GOI�INEGTORS I I I AT EACH ENDO THE �� To Exvn"DRYmLL BOTTOM OF HEADER STUDS IN ADDITION U � I o 4•m PERFORATED PIPE l� 1� d. c FREE-DRAINING REQUIRED T1Hf S AREA I I ( TO CONNECTORS AT WALL STUDS AND v U ° ' � III AT TOP AND BOTTOM OF CRIPPLES. v P. GONG. SLGRANULAR MATERIAL 1/_ LU z COLUMN BASE MANUFACTURED BY d d SIMPSON 5TRON6-TIE MODEL (2)04 BARS VERTICAL w/a" No. 05066-9D52 INSTALLED '14 BOTTOM LE& AS PER MANUFACTURERS 12"x24"DEEP POUR.LONG.FT6. N 6 Co. STRAP TIES MANUFACTURED SPECIFICATIONS OR APPROVED ' 5,500 PSI CONCRETE(2)04 e e BY SIMPSON ST'RON6-TIE CONNECTORS USE SIMP50N Z-MAX OR HD6 CONNECTORS USE 51MPWN Z-MAX OR HMO CONNECTORS USE SIMP50N Z-MAX OR HD6 CONNECTORS HORIZONTAL STEEL REINFORCING Q _ ((J�J� W EQUIVALENT BARS IN EACH DIRECTION MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE TO INCREASE CORROSION RESISTANCEm I TO INCREASE CORROSION RESISTANCE STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION FOR ALL HARDWARE IN CONNECTION FOR ALL HARDWARE IN CONNECTION VERIFY P. GONG. CHEEK WALL I z M, AND WRAP UNDER SILL PLATE AT FOUNDATION. W/ ACO LUMBER. W/ACO LUMBER• z Y W/ AGQ LUMBER. 24 � � � � . Z Ui�L 11=T GONNEGTOR DETAIL : - ALL DETAIL # LUI d SCALE: 5/4" = 1'-0" SCALE. 5/4 I O d ' J Lo Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135"x 3/") g round holes may be {. above(must stack over wall below) •'°• at 12"on-center Load bearing or braced/shear wall above �+ cut anywhere in web y ', Plate nail, 16dent(0.135"x 3 ") Plate nal, led(0.135 x 3/") When sheathing thickness exceeds 78", Blocking panel: I%"TJ"Rim Board, must stack over wall below when resent u ALLOWABLE HOLES TJ 1 R J O ists outside of hatched zone if at 16"on-center 2x_stud wall at Floor panel nail- , „ 1 „ ® ( present) - � at 16' on-center Blocking panel: trim sheathingtongue at rim board ( 1 ) „ 1/a or 1/2 TimberStrand LSL or No load bearing they are located 3"away 9 16"on-center 8d 0.131"x 2/" at 6 on-center •., 1Y8'TJ"Rim Board, 1y"or Web stiffener TJI"joist. wall above Blocking panel: Min.distance from Table A Min.distance from Table B horizontally -.f Plate nail-16d 0.135"x 3Y" g P g ) A R^C NMt 1 ECT s " required on both ( ) Web stiffeners required on ® (edge-to-edge)from a - 1/z'TimberStrand LSL or q * q 2x4 minimum Web stiffeners 1Ye"TJ Rim Board, DO NOT at 16"on-center a larger hole. TODD O'CONNELL TJI"joist sides at Sheathing both sides at A3.4W ONLY squash blocks required each side 1/4"or 1/"TimberStrand LSL cur or notch flange. 1 Floor panel nail- g "• • ARCHITECT P.C. 8d(0.131"x 2/")at 6"on-center* boundary nails, at 63W ONLY or TJI joist 8d(0.131"x 2/2") 1Ya"or 1 Y2" � Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand" Yts"-, Web stiffeners s" II O 0 s" TODD O'CONNELL, AIA nail each side atA3._W LSL rim board. B1 B1W required on both Toe nail-10d 0.131" sides of both joist 6" L, 2x D, D, Closet grouped round L 2 x L D 1200 Veterans Memorial Highway Toe nail, Toe nail, ( y g p z z z s" s" g Y • ,• 1%"TJ"Rim Board, When sheathing x 3")at 6"on-center ends at 64W ONLY No field cut minimum holes are permitted if minimum No field cue Do nor cur Suite 120 10d(0.131"x 3") 10d(0.131 x 3") (A3.1/A3.1W only) thickness exceeds%8', 12' Web stiffeners required End of joists at DO NOT holes In (applies to all holes the group perimeter holes In holes larger Hauppauge,NY 11788 at 6"on-center at 6' on-center 1Y4'or 1%"TimberStrand"LSL. trim sheathing tongue min. on both sides at B1 W 1 cut holes In cantilever hatched except knockouts) meets requirements for hatched than t%^In centerline• zones TJI®rim joist at rim board reinforcement round or square holes. zones cantilever Web stiffener and B2W ONLY of support P(631)650-6666 Toe nail-10d(0.131"x 3") Table A - End Support required on both Must have 13/4"minimum at 6"on-center* Install proper blocking to Blocking panels may be required pp F(631)650-6667 sides at Al W ONLY joist bearingat ends.Attach * support all panel edges B2 B2W 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 Al Al W* A2 A2W* j per A3 A3.1 A3.2 A3.3 P g walls above or below-see detail B1 63 63W 64 64W pport C(516)658-0325 O rim joistA3 detail. below-see detail B1 JOIST TJI` ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE A3.4* DEPTH 2" 3„ 4„ 5" 6Yz' 7•' 8%" 11•' 13„ 2„ 3„ 4.. 5.. 5y„ 7,. 8�.. 11„ 73„ (rljtJ�rr>i:rd!rl c if :( w.t (ji:. For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 For additional installation specifications see Rim Board A3.4 O O O O O Nail through eb cantilever,wood backer and 110 r-o" r-s^ 2'-0" 3'-0" 5'-0" r-0" l'i TiT-6" 4'-s" Ir rxt;3 Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. W W W Details and Installation in Weyerhaeuser Installation Guide 1Y"TJ"Rim Board or 1Y4"or 1Yz"TimberStrand" TJI"joist web with 2 rows 10d 0.148"x 3" t -i for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d 0.131"x 3" nails,one each at Blocking 1 nails at 6"on-center,clinched. 9Y" 230 r-o" ,'-s" z'-6" 3•-0" 5'-s" 1'-01• T-0" 2'-13" 4'-0'• s'-0" ( ) panel 230 1'-6" 2'-0" Ti 3'-6" 5'-6" 1'-0" 2'-0" Ti 4'-6" 5'-0" top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Y"TJI" 360 1'-6' T-0" Ti 4'-0^ s'-o" 1'-6" 2'-6" Ti3'-6" 5'-0" 5'-6" g "j connections equivalent to floor panel schedule. joist flange widths. 560 r-0^ 2•-6" Ti s'-0" 7'-0" TiTi 4'-0" 5'-6^ 6•-0" 6'-0"length of TJI joist 8' diameter maximum hole for 117 s"- A"TJ"Rim Board 1Y4"or 1�"TimberStrand" 110 r-0" l'i r-0•' 2'-0" 2'-13" Ti 5'-13•' r-0" r-6" z'-o" 2'-0" 4'-13^ 5'-0" s•-o^ -1- reinforcement and filler 16"deep blocking panels;6"diameter 210 r-0" r-6" T-O" 2'-0" Ti Ti 6'-0" r-o" r-s" Ti T-O" 5'_0^ s s° s'-s^ r��, . 4'-0"length of 8"diameter maximum hole for 11%8'- block.Use 4'-0"length maximum for blocking panels 9%" LSL.Nall with 10d(0.131' x 3")Halls, Attach reinforcement to joist 11 r 23o r-0" r-s" z'-0" r-6" Ti Ti 6'-6^ r-o" r-o" r-s^ 3'6' S-s" 5'1 Ti 0 3/4'reinforcement 1 7 ® one each at top and bottom flange. 360 1'-6^ 2'-0" T-O" Ti 4'1 F-O" T-0" r-6" 2'-13" 3'-6" 4'-6" 6•-6" 6'-6° Ti p'rtj 8"diameter maximum hole for 16"deep blocking panels;6"diameter with 9/"and 11/8'TJI deep or shorter than 12"long. with one 8d(0.131"x 2Y") Attach reinforcement t0'01St nail at each corner 560 1'-6^ 2'-6" Ti4=0 5'-6" 6'-0" 8'-0" 2'6" 3'-6" 4'-6" 5'6" T-0" T-0" 8'-0" " l L t F1 applies to n 7 on one side at E2, maximum for blocking panels 9y" joists. Do not cut flanges. 1 110 r-0^ r-o" r-o^ r-o^ ,'-s" z'-o° 3•-0° 5'-6° r-o" r-o" r-s" r-o•' Ti a•-0•' s'-o" e'-0" .'• r.'� R•.,�,.,� r= L 1 Web stiffeners 11/"-16"deep blocking panels; both sides at E3 with one 8d(0.131"x 2Y") Horizontal blocking uniformly 210 1'o" r-o" r-o° 111 2'-0" z'-s" 3'-s^ s-0° r-o^ r-0" z'-o" Ti 4'-0^ 4'-13" 6•-6" 8•-13" GA trn deep or shorter than 2 long. ,. < nail at each corner Load from above required l both 6"diameter maximum for Do not cut flanges. 1Y8'Ti Rim Board 1Y4"or 1h panels between each loaded joists 14 23o r-0" r-o^ r-o" r-0^ z'-s" z'-6" 4'-0" Ti 1'-0" r-o" 2'-o^ T-O" 4'-0" sides at E1 W ONLY blocking panels 9/z'deep or TimberStrand"LSL.Nail with joist.Nail to top plate with • only. a'-o° s'-s^ s'-0" r-0^ r-s° z'-s^ a'-0° s'-o" s'-0° e'-o^ s's" shorter than 12' long. 10d(0.131"x 3")nails,one 12"length of%4' connections equivalent to Wood R Ott` sso r-o° r-o" 3-0" 4'-6^ 5'-0" 13'-s^ 9'-0" r-13" 3'-0" 4'-0" 5•-0" T-0" Ti T-0" Io'-0^ Y16"� Do not cut flanges. 1Ys"TJ"Rim Board or 1Y4"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer �a+'�ete, oM) 110 r-o" r-o" r-0" r-o" r-o^ r-o° Ti Ti 5•-0" 1•-0" 1•-0" r-0" 111 3'-0" 3•-0" P TimberStrand"LSL.Nail with 10d one side at E°, 12"length of%4' �`�es t c?, \oaas 113" 23o r-0" 1=0^ r-0" 1'-0' r-6" r-13" 3'-0^ T210 111 - -6 7'-0" 1-0" ,o" r-o" z-0^ Ti a'-0" 7=0^ 9'0° 1, 0" S� (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 �� �e� c�` top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side ��ti� tit J��to 360 r-0" r-0" r-0" r-0" 2'-13" T s" a'-s^ s'-s° 9'-0^ r-0" r-o^ r-6" Ti F-0" 5'-6" T-0" 10'-0" 111-6- I between at ET both sides at E8 F1 Seng ` 660 r-0" r_o" r-0" r-0" r_6" T-n" 5'_0" Ti ,o'-0^ r-0" 2'_0" T-0' 4'-0^ 6-6" 7'-0" 10•-0'• 1r-0" 1z'-0^ ' 10d(0.148"x 3")nails at 6" 9 Attach reinforcement On-center,clinched.Use 2 each joist 4' 6" 7" 8" 10" 12•• 14%4' 16Y4" 4" 6" 7" 8" 10" 12" 14Y4" 1630;' 2x4 minimum to joist flange with 1 " 7 •' E7 E8 Less than 5" 1 9 2', R` rows with 9/ and 11/a Less than 5" 18„ 360 r-0" r-0^ r-o^ 2'-0^ a'-o" 5'-s^ s'-s^ ,'-0" Ti a's" 13'1 10'-0" ,,'-0" 13'-6" m squash blocks p" 8d(0.131"x ZY")nails at 6" a+`� TJI"joists. sso r o" 1'0" r_o- 2'-0" 4'-s" Ti ,o's^ z'-0" 5'-0" 13-13" s'-o° ,1'-0" tr-o^ ,a'o" 1 ® Gap*: WEB STIFFENER ATTACHMENT iso r-0^ r-0° r-0^ r-0" r-0" a'-0^ T-0" 10'-0" r-0" r-6" T-O" 1/s"TJ Rim Board or 2�• u� on-center.When reinforcing � E5 E6 � N CS Use 2x4 minimums squash blocks to 1Y4"or IV'TimberStrand"LSL. Face in ad�� g �/"minimum 20 560 r-0^ r-0" r-0" r-0•' T-O" a'-s° q d` both sides,stagger nails. transfer load around TJI joist Nail with 10d(0.131"x 3") horizontal E4 Not for use with 31/2"TJI@ joist flange widths l„ 23/4"maximum N O E1 e nails,one each at top and E2 E3 (1Y"for TJI" Nailing: Table B - Intermediate or Cantilever Support z # Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Z v bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. g Apply subfloor TJI"joist blocking with end JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE - Structural exterior sheathing `I Web stiffener both sides. DEPTH adhesive to all blocks installed aty3 joist-span ''`�' * z^ 3^ a" s'• sYZ• T• a�/" 11' 13" r' 3" a•• 5" 6y" T• s/•• 1r�• 13•' Flush bearing plate required. Flashing locations using See table below. With point load from above,and no support Hanger height must Double TJI"Joist Filler Block: Hanger Backer Block:Install tight Maximum A"overhang contact surfaces * below,install web stiffener tight to top flange 110 Ti 2'-6" Ti 4'-6" T-6" 1'-6" T-6" T-6'• 5'-6" 6'-6" Z (� two 8d(0.113"x 21/") Tight fit (gap at bottom flange) 9y„ 210 2'-0" 2'-6" Ti Ti a'-0" Ti T-0" 4'-0" 13'-6" T-13" 0 fie a minimum of so h Attach per the table.Clinch to to flan a ti ht to bottom permitted at beam. ofJoist depth nails when possible. flange with face mount hangers). P Treatedledger an nails or 230 2'6" 3'-0" 4'-0" Ti B'-s" Ti 3-6" a-6" s-6" 7'-13" v g �5Q 2y screws, Tipth Minimum Web Nailing Requirements 360 T-0 a'-o" 5'6° s's" s'-o° 3-0" 4's" 5'-s" 7'6" 8'-0" Z Clinch nails when possible. ops JI Joist Series Number Nails 5sa Ti 5'-0" 6%0" Ti ,0'-0" 4'-0" 5'-13" 6-13•' 8'-0" 9'-0" P See fastener ® , X31 �a '� typical (in.) Stiffener Size Type 1Ya"TJ Rim Board or 1/a" �� End Intermediate 110 r-0" l'i r-13" r-6^ 4'-0" 4'-6" s'-s" r-0" r-13" Ti 4'-0" T-0" T-0" 9'-13^ table below.Maintain 1 ® t�1Q s .. sor 1/"TimberStrand LSL. 110 All /a x 2/6""' 2,o r-0" r-o" z-0° Ti3'-0^ a'-s" 5'-0^ 9'-o" r-0" 2'-0" 3'-0" 4'-0" 8'-0" 8•-0^ 10'-0" } A w 1, o 2"distance(minimum)from 8d 113/8' 230 r-o" z•-o^ r-6" Ti5'-0•' 5'-6" 10'-0° 1'-0" 2'-6" Ti5'-0" 8'-6" 9'-0" 10'-6" In � �m V 6' 210 All 3/4'x 25/6"" N V,0 0 Top mount edge of ledger to fastener. 7 s 0) (0.113"x 2Y") 360 2'-0^ 3'-0" a'-0" 5'-13" 7'-0" T-s" 1 r-0•' r-0^ 3'-6^ 5•-0•' T-0" 9'-s^ 9'-13° ,l'i O hanger / Option#2: 230&360 All /"x 2/i8' 3 3 560 r-6" 3'_0" 4-1 5'-13" B'-o" 8'-13" 12'-0" T-O" 4'1 6'-0" 8'-0" 1o'-s" 11'-0^ 12'-0" p ► Fastener Allowable Load(2)(lbs/bolt) 2x strapping installed at Y3 (� 16d 110 1'-0" ,'-0" 1'-0" ,'-0^ 2'-0" 2'-6" 4'-0" 8'-6" 1'-0" 1•-0" 1'-0" Ti Si 6'-0" 9'-0" 12'-0" w J U W Face mount Backer block Y2"Through bolt joist-span locations using two 560 All 2x4 0.135"x 3%") 210 ,'-0^ ,'-0^ 1'-0'• ,'-0" Ti T-0" 5'-6" 9'-6" ,'-0^ 1'_0•' 2'-0" 3'-6" s'-o" 7'-0' ,o'-0' 13'0" o M 0. o both sides of web Rim Board Material Yi'lag bolt Yz"Through bolt with Air Space ( 14" 230 1'-0^ 1'-0" 1'-0^ 2'-0^ Ti4'-0" 6'-0^ 10'-13" 1'-0^ T-0^ 2'-13" 4'-0" 6'-6" T-0" 11'-0" 13'-6" F Q hanger �"screws per joist,typical g with single TJI"joist 1Y6"TJ'Rim Board(3) 480 695 18" 4 4 360 1'-0" 1'-0" 2'-0" Ti F-6" 6'-0" 8'-6" 12'-6" 1'-0" Ti 4•-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-W F $$ O IQ 1 4'TimberStrand LSL 610 725 615141 Option#3: 560D 20„ 2X4'2) 16d ' 5 5 560 1'-0" ,'-0^ 1'-6" Ti 5'-6" 6'-6" 91-13" 13'-6" 1'-0" Ti 6-0" Ti 10'-0" 11'-0" 13'-13" 15'-0" F q th } Q Web stiffeners required if sides of 1 Yz"TimberStrand•'LSL 675 725 Directly applied ceiling 22"(3) (0.135"x 3/") 6 11 1,o r-0" r-o^ r-0" r-o" r-o° r-o° z's" 5'-0" 8'-13^ r-0" 1•-0" ,'-o^ r-0" Ti 4-6" B•-s^ 1,'-6" 15'-0" d,v p IS w W With top mount hangers,backer block required only Y PP 9 • H1 hanger do not laterally support at H2 for downward loads exceeding 250 lbs or for uplift H3 (1)Corrosion-resistant fasteners required for wet-service applications. I7B1 24"(3) 6 13 210 11-0" 1'1 1'-0" 1'-0" 1,_0'' 1;-0,1 Ti 6'-0; 10'-0" 1'-0" 1'_0" 1'-0" 1'-6'• 4'-6" 5'-6" 10'-0" 12-1 ,6'-0" ����J� Ll� V_ O least 3/8'of TJI"joist top flange O g P O LA 2 Allowable load determined in a cordance w th ASTM D7672. When specified on the layout, one of W 1 PSI or P52 sheathing, rain vertical 113 230 , 0 1-0 , 0 1-0 ,-s z-0 a-o 5-13 1,-0 1'-0" ,'-o' ,'-o^ 213" 5'-o•' s'-0" 10'-6" 13'-6^ ,s's" A-*x-t z m U conditions.For nailing requirements see page 5,TJ- O „ O the bracing options above is required O O g g iso r-o° ,-o^ r-o° r-o" 3-0" 4'1 6'-6" 10'-0" 13'6^ ,•-0" ,•-0" 2'-0" 4'-0" 7'-6" 8'-6" 13'-0" 14'-6" 17'-0" ~��-O u Q 111 v 9001 Weyerhaeuser installation Guide for Floor and O (3)1Ya TJ Rim Board Is allowed with joist depths<16 only. g P tl (2)Construction grade or better ^ " Wz M =N V O w- _ y 550 1-0 1 0 1-0 1-0 2-6 3-6 7-0 11-0 15-0 1-0 1-0 3-6 5'-6" 9'-0" 10'-0" 14'-6" 16'0" ,8'_0^ F Q dl F B lu I- Roof Framing,TJ-9001. (4)Maximum Y2"shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI"560D Joists w Z r - 0 4'• 6" T' 6" 10" 12" 14%1' 16%1, 4" 6" 7" 8'• 10" 12" 14%4" 16r' O` R F t X BEAMDETAILS FASTENING of FLOOR PANELS 18„ 360 ,'-0" ,'-0" ,' Ti s'-0" 9'-0" 14'-6" ,' a' 131-6" 9'-a" 1a'6^ ,6'-6' 19'-0" 9 o p-1 } Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 560 1'-0" 1'-0" 1•-0•' 2'-0" F-01' 10!-0'-' 15'-6" 1'-0" 6'-0" 8'-13" 1,'-13" 16'6^ 18'-0" 16'6" w p z O O 6, TJI'(t)txt Rim Board 1/4. TJI®Joists 110 210 230 or 360 360 560 560D 2U" 360 T-0^ 1'-0" 1'-0^ 1'-0" Ti s'-0° ,1'-0° 15'-0" 1'-0^ 1'-6" a-0^ Ti ,2'13^ 113'-s^ 19'0" 2o'-s" z > 2 F z to I QQ d, BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 710,210, 360 and 1Ya„TJ® TimberStrand'LSL TimberStrand'LSL Microllam' Parallam' 1 - t 7 sso 1'-0" 1'-0" 1'-0" 1•-0" 1'-0" 5's" 11 6" ,5'6" 1'-0" 3'-0" 13'0^ 8'-6" 14'-0" 1T 6' 19'-0" 20'-6" �0.Qr���j 0�N r-tu u BEARING AT WALL and 230 560 Rim Board 1Y4" 1Yi' or wider li PSL Depth 9/z 11/13 14"-16" 9Yz"-11/a 14"-16" 9Y2"-ills" 14"-16" 18"-20" 11/a 14"-16" 18"-20" 22"-24" Rectangular holes based on measurement of longest side Q0.0.�O p z0zV OR WINDOW HEADER CONNECTION CONCRETE WALL li' • Leave)e"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. V- w O ----) 8d(0.113"x 2%2"), ( . 4' Filler Block(1) 2x6+%e' 2x8+%" 2x6+Y2" 2x8+Y2" 2x12+Yz' Two Two Two Four%"x 15' . u N w w ~ 8d 0131"x 2Yz'") 4" 3' 6" 4" 3" 3" 4' 1Y8'TJ"Rim Board or Strap per code if top plate 2x6 2x8 Tables are based on uniform load tables in current design literature. V V m Q 0 10d(0.148"x 3"),12d(0.748 x 3Ya'") 4"13) 4"(31 6 4 3 3 5' 4^ (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing • ppC� §w V 1%"or 1 Y"TimberStrand" is not Continuous over For simple span(,,minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located O> To IL Q LSL or blockingfor lateral header 16d(0.162"x 3Yz'") 6" 6" 16"(4) 61I5) 6"151 6"(6) 8"1+) 6" Cantilever Filler 2x6 2x10 2x6+8" 2x10+%" 2x6+Y2' 2x10+Y2•, Not at the center of the joist span provided that no other holes occur in the joist. dl w Qr i-Q Wim o N V LL 3 (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable N v i'3O zQ U O O } support (1)Stagger nails when using 4"on-center spacing and maintain/8'joist and panel edge distance.One row of fasteners is pennitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 6'-0"long z to w N z m panel edges)for diaphragms.Fastener spacing for TJI'joists in diaphragm applications cannot be less than shown in table.When fastener spacing for , ALLOWABLE HOLES - Headers and Beams - �N } Strapper code if to blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI'joists. Backer Block() xU V w W 2:`3 Z P P (Detail F1 %8'or%4' Y/4'or%8' 7/"or 1"Net 2x6 2x8 2x12 Two 3/"x 15" ® 0�K V q P K z V late is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least and staggered. �.55E TimberStrand LSL Headers and Beams �� d P or H2) sheathing Q Q s - i2 over Column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on center for light gauge steel straps. 2 x diameter of the Q F����F O Top mount (4)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Nail Size Filler 10d(0.128"x 3") 16d(0.135"x 3 JZ") largest hole(minimum) Q Q N O O O V (� hanger (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Backer 10d(0.128"x 3") t Protect untreated /depth Column Face mount (6)Can be reduced to 3y"on-center if nail penetration into the narrow edge is no more than 1y"(to minimize splitting). Filler 15 one side 15 each side 25 each side Allowed hole zone hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered dra•.ving.,supersede Nail 15 g Contact with recommendations listed above. Quantity(2) Backer 15 15 15 Concrete ■Maximum nail spacing for TJI'joists is 18"on-center. m L2 L3 See current Weyerhaeuser L4 1 If necessa L1 ■14 ga.staples may be substituted for 8d(0.113"x 2Y")nails if minimum penetration of 1"into the TJI joist or rim board is achieve'. (.) ry,increase filler and backer block height for face mount hangers and maintain Ya"gap at top of joist;see detail W.Filler and backer block O dimensions should accomodate required nailing without splitting 12"minimum for backer blocks and 24"minimum for filler blocks o 0 0 0 0 " O O literature for framing connectors ■To minimize splitting,maintain edge distance and rows spacing of 2Y x nail diameter or%" whichever Is greater. q 9 P 9( )' 1.55 E TimberStrand LSL sP 9r 9 P 9 z a, 9 (2)Clinch nails when possible. ■Nailing rows must be offset at least Y2"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser installatior Guide for Floor Depth Hole Size Multiple-Member Connections for Top-Loaded Beams and Roof Framing,TJ-9001. Joists must be laterally supported at B" 9Ya"131 3" P P Y PP 8" 11Ya'"-11 8" 35/8, Fastener Installation Requirements O cantilever and end bearings by blocking q 14"-15" 4%e' Piece #of Fastener TAD joist floor framing does E1 panels,hangers,or direct attachment to not require bridging or j General Notes See Illustration for allowed hole zone Width Plies Type") Min.Length #Rows O.C.Spacing Location When fasteners are required on both q g g a rim board or rim joist. • Allowed hole zone suitable for headers and beams with Sides,stagger fasteners on the second mid-span blocking uniform and/or concentrated loads anywhere along the member. 10d nails W 3(� • Round holes only BEARING AT 12" side so they fall halfway between COLUMN 2 12d-16d nails 3 Y4" 2(n One side fasteners on the first side. • No holes in headers or beams in plank orientation. (L Screws 3%"or 3Y2" 2 24" 10d nails 3" 3(a Al H2 Other Trus Joist® Headers and Beams 12" Both sides O Rim board joint 12d-16d nails 3 Ya" 2(T DO NOT bevel cut joist E2 between joists Microllam' LVL B 3 beyond inside face of wall. 1 DO NOT overhang seat cuts 1.3E TimberStrand' and Parallam'PSL 13/4' 33/"or 3Yz' Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth v Load must be applied even) across face ofsu ort member. largest hole minimum 0 Screws 2 24" PP Y 3 DO NOT cut notch or drill 5" One side entire beam width.Otherwise, use pp g ( ) Verify column capacity 10d nails") 3" 3m One side connections for side-loaded beams. Q and beam bearing 12" L5 length.See current 4 12d-16d nails(3) 3Ya" 2(2 d P 0 holes In headers or beams 110 a (Per PIY) exce t as Indicated!n o o Illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides o o Z Screws 2 24" Multiple pieces can be nailed or bolted together to CS 63/4" One side form a header or beam of the required size,u to a TJI"rim joist " ' Microllam LVL and Other Trus Joist"(Beams N q P 1V"TJ"Rim Board Or Parallam'PSL Header or Beam Maximum Round 5" Both sides maximum width of 7" L3 1Y4'or 1 Y2"TimberStrand"LSL. allowed hole zone Depth Hole Size Q O ry 3y2" 2 Screws 63/4" 2 24 One side A2 middle Y3 span 43/" 1�� � Q Yz'bolts 8" 2 24' - 5Y" i%,, (1)10d nails are 0.128"diameter, 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK" Bl Ll d 1.3E TimberStrando LSL allowed hole zone d 7Y4,_20" 2" COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. H14 4 See illustration for Allowed Hole zone # General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. NAILING AT BEARING FLOOR L5 Round holes only BEAM ON No holes in cantilevers. COLUMN CAP (FLOOR) 63 No holes in headers or beams in plank orientation. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 1Y8'TJ"Rim Board or (Load bearing wall above) 1%"or l Yz"TimberStrand"LSL. Joist may be shifted up to 3"if Use B1 Or B2 at One 10d(0.128"x e floor an ti a is supported O WARNING " t� " nail into each flange P g PP 64 intermediate bearings J-I-1 One 8d(0.113"x 2/) and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally Z iN1 nail each side.Drive Do not cut joist flanges. 1� nails c si angle at Plumbing Drop braced/shear wall Bracing Includes: tu least 1/z'from end. P1 End ofjoists from above • Blocking • Sheathing — 9 Strut Lines �-} 3Y2"minimum of-_�/ at centerline L2 r +•-• COLUMN BASE 3 intermediate bearing r • Hangers • Rim Board Rim Joist 1/4'minimum end bearing g Also see detail l — single-family applications 5Y4"may be required r — 9 Y PPWWZ for maximum H1 - � y 1�- Shear transfer:Connections equivalent capacity o � '' , to floor panel nailing schedule e h, � DO NOT walk on joists DO NOT walk on joists DO NOT stack building / v I O Rim to TJIm Joist -SIL 1V"TJ"Rim Board, ® o ® TJI 560 rim joist:Toe Additional oist is re uired if o until braced, that are lying flat. materials on unsheathed f n 1 I 1 _ or 1 Y2"TimberStrand LSL. J q V 1 ill " nail with 10d(0.128"x 3") floor panel edge is unsupported L4 o INJURY MAY RESULT. joists.Stack only over n/ or TJI 10. rim joist: P 9 PP l� nails,one each side of or if span rating is exceeded. � .•' � .•,. . WARN/NG NOTES: beams or walls. P2 One 10d(0.131"x 3")nail into ®. ® P 9 o Exterior Deck TJI joist flange TJI 560 LA DO NOT use sawn f xx each flange o Attachment Lack of proper bracing during construction can result in serious Q I V` floor joist lumber for rim O TJI"210,230,and 360 rim joist: ..� ; Structural board or blocking, accidents.Observe the following guidelines: O ,n One 16d(0.135"x 3Y2")nail into INSTALLATION TIPS O sheathing g 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI'joists must be completely installed and property nailed. \/u' Y 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be (� •••` •-'� ELEVATED o as it may shrink 1L- N each flange. •Subfloor adhesive will improve floor performance,but O after Installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. (� COLUMN BASE With depths>16",use TJI"360 rim joist. Use only 3.Safety bracing of 1x4 minimum must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. L 13/4"minimum bearing p 1 may not be required. O Top View � Y Y 9 (minimum) , Locate rim board joint between joists. Safe bracing 1 x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly — V 1 J j O Safety g( g g Y g y probable under light construction loads-such as a worker or •Squash blocks and blocking panels carry stacked Protect untreated wood minimum)at 8'on-center(6' one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details 61 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI"110 joists)and 4.Sheathing must be completely attached to each TJI'joist before additional loads can be placed on the system. n O of a TJI"joist with web stiffeners is not a substitute concrete 1y"knockouts ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. OL tu Z 1 ( ) extended to a braced end wall. 1Ya"TJ"Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 11/"or 1 Y"TimberStrand"LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this 1 g P (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California (� ' '':' •�' •When joists are doubled at non-load bearing parallel partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. p i 1A1 flush with inside face P3 non-shrink See framing Ian If applicable)or w ' rout Drive nails at an g P ( PP ) � � � of wall or beam SUSTAINABLE D � 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). y; INNr AT�IVE A Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of m side of member at bearing, splitting of plate and Roof Framing, TJ-9000.For minimum A/ FORESTRY Weyerhaeuser NR. ©2020 Weyerhaeuser NR Company. All rights reserved. i 01y"minimum from end end and intermediate bearing lengths. Wgeffiamer Certifie 6 (V 0 Z Z www;ii Q . naaaar May 2020 Reorder TJ 4015 <} Z This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. o -1 3 ' 0 0 � o CONTINUOUS BEAD OF SEALANT f I '. -A Ism c A iY E"c r s MANUFACTURED THIN-PROFILE TODD O'CONNELL NTED AIR SPACE J_, RCH H ITECT P.C. �EXISTIN6 ATTIC VENTILATION BAFFLE VE € , FLOOR ASSEMBLY (FULL WIDTH -."—ATTIC IN5ULAITON/ Y2" TODD O'CONNELL, AIA RIGID INSULATION _ TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway GONTIN'JOUS MINIMAL >; I T ELEVATION AL COMPONENT CAVY Suite 120 INSULATION AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hauppauge,NY 11788 EXPANDING FOAM AT WINDOW PERIMETER XPANDING FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED SECTION• THE PERIMETER OF LOOSELY IN THE BUILDING ENVELOPE P(631)650-6666 OUT RI61D INSULATION ( NTINUOUS BEAD GENERAL REQUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED A5 F(631)650-6667 — I „, .j OF SEALANT C(516)658-0325 EILIN6 GYPSUM BOARD CONTINUOUS AIR BARRIER AS AIR BARRIER .. �" RIGID INSULATION SEALING MATERIAL BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE EXISTING BAND JOIST INSULATION ' SEALED -CO RETROFIT WITH 1 1/2"RI61D INSULATION XTERIOR INSULATED SrrSrA+lrr>i i�-r`rrfi` NTINUOUS BEAD Y-:INDOW UNIT AS OF SEALANTHALL THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT 9-00300 Scale=3/4' ■ I'-0" AIR BARRIER ONTINUOUS BEAD CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANT THIN-PROFILE ATTIC SAVE BAFFLE AND VENT GAPS IN THE AIR BARRIER SHALL BE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTIG5 SPACES EXPANDING FOAM AT - GINTINUOU5 MINIMAL 5-01004 Scale:$/4" ■ I'-o" SHALL BE SEALED - WINDOW PERIMETER EXPANDING FOAM AT THE JUNCTION OF FOUNDATION AND SILL PLATE TO WITHIN CORNERS AND HEADERS OF FRAME UN.. A 7 WINDOW PERIMETER CAVITIES y BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE " GYPSUM BOARD WALLS O '' ; l , ,' CONTINUOUS BEAD ANUFACTURED RECESSED LIGHT THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE OF SEALANT i X4 BLOCKING ENCLOSURE EXTERIOR WALL5 TO BE SEALED OF R-5 PER INCH MINIMUM U ATTIC INSULATION 0 - EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED ONTINU j EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALL5 SHALL BE INSTALLED IN SUB5TANTIAL CONTACT I SI AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER OF ADHESIVE BEAD ONTINUOUS BEAD INDOW UNIT AS OF SEALANT — - --- --- ,- AIR BARRIER WINDOWS, SKYLIGHTS, AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND NSULATED EXTERIOR -L FRAMING, AND 5KYLIGHT5 AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL SEALED EXPANDING FOAM AT SHEATHING XPANDIN6 FOAM SEALANT m WINDOW PERIMETER 4AT PERIMETER 2-STUD CORNER WITH Ix4 BACKER ONTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL GEILIN6 F SEALANT 5-000 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z #O ob 10=8/4" = I'-0" RECESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES 4 THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE < d. NTINUOUS BEAD CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY J - ONTIN000S BEADOF ADHESIVE INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH ° OF SEALANT AIR SMINS AT 5W LI&ITIN&IN ATTIC, THE ONTINUOUS BEAD TOP SIDE OF 5HEATHING, OR CONTINUOUS INSULATION INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND Q ONTINUOUS SILL SEALER ff OF SEALANT -FULL WIDTH OF MUDSILL 4 ONTINUOU5 BEAD 5 02041 5001- 5/4" = Ib" EXTENDS FROM THE BOTTOM TO THE TOP OF ALL ll Z OF ADHESIVE PERIMETER FLOOR FRAMING MEMBERS OUNDATION WALL I ONTINUOUCRAWL SPACE WALL5 S BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, u � AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE ONCRETE SLAB AS o , WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALL5 ��'o 0 0�" r—� / W AIR BARRIER 5HAFTS DUCT SHAFTS, UTILITY PENETRATIONS AND FLUE � m o � ►- PENETRATIONS w • a SHAFTS OPENING TO EXTERIOR OR --FLOOR ASSEMBLY LOCKING AS REQUIRED � o � Qo UNCONDITIONED SPACE TO BE SEALED BATTS IN NARROW CAVITIES SHALL BE OUT TO FIT, OR ozs"' YP5UM BOARD BOX z F tu 0 CONTINUOUS BEAD tD F SEALANT ONTINUOUS BEAD ENCLOSURE NARROW GAYITIES OF SEALANT0)_NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT `' 4z O ° a ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE �a Q o o o W CAVITY SPACE o '�' 'w ° NTINUOUS BEAD GEILIN6 J015T z 'za z v ' I I OF SEALANT GARAGE SEPARATION AIR SPACE SEAL BETWEEN GARAGE AND CONDITIONED �a0: �o 0 w o W 0 QUI �om� = O NTERI OR 6YM5UM - -- —. } T z (- F g L2 LJ AS BARRIER RECESSED LIGHTING RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE o .<vi,- a o CONCEPTUAL AIR SEAL I NC STR?�TEC�Y // 3" BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED u a} CONCEPTUAL AIR SEAL I NC STRTEC Y // CONCEPTUAL AIR SEALING STRATEGY TO THE DRYWALL AIR TIGHT AND I G RATED �' 'a o 9 m LONER NALL. SECTION UPPER NALL SECTION AT UPPER FLOOR BAND JOIST p i>> �~ ��� PLUMBING AND WIRING BATT INSULATION SHALL BE GUT NEATLY TO FIT Q o� �W z 5-020115caIe=5/4" ■ I'-0• AROUND WIRING AND PLUMBING IN EXTERIOR v t w p F o? XPANDIN5 FOAM SEALANT 5-02002 Sca I e:3/411 = 11-011 5-02003 Sca I e:3/411 = 1'-011 AT PERIMETER HALLS, OR INSULATION THAT ON INSTALLATION NTINUOUS BEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL o H SEALANT EXTEND BEHIND PIPING AND WIRING m w W� P w u D RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS F°° 3 o " GYPSUM BOARD ADJACENT TO SHOWERS AND TUBS SHALL EXTERIOR WALLS ADJACENT TO 5HONERS AND x k �z o SHOWER/TUB ON EXTERIOR WALL m m z � GESSED LIGHT FIXTURE ���i- 2) LAYERS 2" RI61D INSULATION SEPARATE THEM FROM THE SHOWER5 AND TUBS TUBS SHALL BE INSULATED Wm q o N Z INSTALL I" RIGID INSULATION INSTALLED DURING FRAMING � OUT TO FIT BETk�EEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND o RAFTERS FROM SEAL BOTH AIR SEALING AT RE LI&MMS IN ATna EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR « ui o 0 0 v Ck I" RIGID INSULATION 51DE5 ALONG RAFTER WITH AIR-SEAL BOXES SHALL BE INSTALLED ROUGH GUT AROUND EXPANDING FOAM �EALANT. VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5-0'1040 Scale=3/4" ■ I'-0" HVAC RE0I5TER HVAC REGISTER BOOTS THAT PENETRATE BUILDING -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSJLATIO LIN5ULATED EXTERIOR BOOTS THERMAL ENVELOPE SHALL BE SEALED TO THE l� WITH EXPANDING ATTIC INSULATION HALL -7 m SUBFLOOR OR DRYWALL FOAM 5EALAN E XTERIOR WALL CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" RIGID INSULATION 5HEATHIN6 VERTICALLY TO CONNECT SPRINKLERS SHALL ONLY BE 5EALED IN A MANNER INSULATING SHEATHING TO RI61D 5-5TUD CORNER WITH R161D INSULATION THAT IS RECOMMENDED BY THE MANUFACTURER. INSULATION BAFFLE. -`��- CAULKING OR OTHER ADHESIVE SEALANTS SHALL FOAM SEAL BOTH JOINT 5-0000-► scale,3/4" : I'-o• NOT BE USED TO FILL V0I17)5 BETWEEN FIRE SPRINKLER COVER PLATES AND WALLS OR ONTINUOUS BEAD /it- -`= CEILINGS 1 OF SEALANT ONTINUOU5 BEAD RIGID INSULATION j OF SEALANT I N XTERIOR INSULATED " RIGID INSULATION WALLVIDE BLOCKING AT XTERIOR INSULATED STUD CAVITY AT SHOWER WALL AT EXTERIOR WALL 1 ONTINUOU5 BEAD OF I 1 NSTALL INTER OR SHEATHING MATERIALS R-VALUES I'EXTERIOR INSULATION SHEATHING AS SEALANT I = I"RI61D INSULATION AS ATTIC EAVE BAFFLE GUT PRIOR TO INSTALLATION OF ATTIC EAVE BAFFLE AND VENT AROUND MANUFACTURED VENT � i 1 PREFAB FIREPLACE UNIT 5-010106 15ccde,514" = I'-0" 5-01005 500105/4" , 1'-0" I EMEU SURROUND FINISH MATERIAL -VALUE Q 1 TUB SURROUND FINISH FABw 0 TILE SURROUND FINISH I I FIREPLACE TUB UNIT _\__-r'EMENT BAGKERBOARD I I UNIT BUILDING BOARD z NSTALL I" RIGID INSULATION I \-TUB SURROUND EXTERIOR �I/ AT BOTH HORIZONTAL AND I NSULATED PROVIDE BLOCKING AT BEYOND --� GYPSUM WALL BOARD V2") 0.45 DRAINAGE VERTICAL POSITIONS NSULATED EXTERIOR STUD CAVITY AT TUB f I (LEAVE P GAP FOR EXPANDING FOAM) STUD WALL I STUD WALL AT EXTERIOR WALL " N p THIN PROFILE WALL SHEATHING I ONTINUOUS BE GYPSUM WALL BOARD ('/g ) 0.5625 I OF SEALANT �D INSTALL EXPANDING FOAM I I PLYWOOD 4'211) 0.62 SEALANT AT INTENTIONAL GAPSEXISTING FLOOR I INSULATE SES RIEXTERIOR I THIN PROFILE NAL ATI RIGID INSULATION— I SHEATHING PLYWOOD (3/4 ) CONTINUOUS BEAD OF ASSEMBLY I I ONTINUOUS BE SEALANT --CAVITY INSULATION ( NTINUOUS BEAD OF OF SEALANT MINIMUM I" DRIP I — I 5ELANT SIDING 77 I" RIGID INSULATIO I j PAN SHOWER -- — ALUMINUM/ VINYL 51DINO (NOT INSULATED) 10.61 XPANDING FOAM SOFFIT GLO \�EXPANDINO FOAM ' -----HOOD FLOOR ASSEMBLY— � tu I ALUMINUM/ VINYL SIDING 0/;2" INSULATION) L950 OOD FRAME FLOOR Ul Z W I ASSEMBLY D FRAME FLOORING ''11 ,, ,1 J ". �. �- INSULATED CANTILEVER FLOOR// ° ^' FLOOR ASSEMBLY ■HARDWOOD FLOORING (3/4") 0.68 Z 1--1— CAVITY INSULATION WITH I'RI61D INSULATION CLOSURE LH y — 5-01019 50010: TILE O O5 3/4' = I'-0' AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE SHEATHIN6//SECTION CARPET NITH FIBER PAD ATTIC INSULATION 5-OI00i 86010=3/4" = I'-0" CARPET WITH RUBBER PAD :2.0e) O8 5-01012 80010=5/4 = 1'-0" 5-01009 80010=3/4" = I'-0" 123 ` EILIN6 FRAMINGLOOR 1 Si 1 EATH INTERIOR OF LOOR DUCTLBOOT V/LUW AIR SPACE a'2" UP TO 4") 1.00 (� " RIGID ATTIC ACCESS TO ONTINUOUS BEAD OF LEGTRIGAL WIRE +u t V Q INSULATION +I" OF INSULATION SEALANT -l-_ MIMuffliuffik z LEVEL PLUMBING PI FLOOR TOP PLATE ROOFING O ACGES5PANEL ASPHALT SHINGLES 0.44 O ��� RAW ACCESS PANEL TOP PLA (� w SNUG WITH PERIMETER NSULATED FLEXIBLE DUCT XPANDING FOAM WOOD SHINGLES 0 q7 +�- N �- �� EXPANDING FOAM TIE AT INNER LINER SEALANT SEALANT < TRIM AS REQUIRED ASTIG AT INNER LINER L STUD TIE AT OUTER LINER �O �— � Q INISH GEILIN6 WALL 5 DOORS Z / - WOOD, SOLID GORE (I 5/4") 2.17 /J- LU 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 INSULATED METAL DOOR (2") 15.00 p 5-02022 010:3/4' = I'-0" 5-01023 500105/4" = I'-0' 5-01033 Scale=3/4" ■ I'-0" 5-01024 50010:3/4" - 1'--0"— POURED CONCRETE PER I" O.Og tu m m d) 0 z Q O � O z m 0 0 o TABLE R(502.3(5) SIZE, HEIGHT AND SPAG I NO OF WOOD STUDS Q _ _ 7- TABLE R602.3(1) TABLE R602.3(1) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE: FASTENING SCHEDULE CONTINUED MAXIMUM 5PAGING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN NUMBER AND TYPE NUMBER AND TYPE 5PAGIN6 OF FASTENERS LATERALLY WHEN SUPPORTING A SUPPORTING ONE FLOOR, MAXIMUM 5PAGING WHEN LATERALLY LATERALLY 'A f c H i T >r s 11E DESCRIPTION OF BUILDING ELEMENTS OF FASTENER E 5PAGING AND LOCATION ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER 610E STUD SIZE SUPPORTING TWO FLOORS, „ INTERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED M- TODD O'CONNELL ROOF EDGESh SUPPORTS (INCHES) g 5UPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT A R C H I T E C T P.C. (INGHE5 (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE g g g -�-- --r 4-5d BOX(2 j"X0.113") OR ASSEMBLY, ONLY (INCHES) ATTIC, ASSEMBLY (INCHES) ATTIC, ASSEMBLY (INCHES) HEIGHT (INCHES) (FEET) (FEET) WOOD STRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL SHEATHING TO FRAMING,AND PARTICLE BOARD WALL BLOCKING,BETWEEN CEILING,JOISTS OR RAFTERS 3-5d COMMON(215"X0.131");OR TOE NAIL 5HEATHIN6 TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL 5HEATHIN5 TO WALL FRAMING] TO TOP PLATE 3-IOd SOX(2)5"X0.128");OR 6d COMMON 2"X0.113" NAIL SUBFLOOR,WALL TODD O'CONNELL, AIA 3-3"X0.131"NAILS 30 e/a _ 5d COMMON(2 X2"X0.131")NAIL(roof);or R5R5-0b 12f s 1200 Veterans Memorial Highway (2 /"X 0.113")nall (roof) 4-5d BOX(2 j"X0.113")OR v 5d COMMON NAIL(2 Y2"X0.131");or R5R5-o1; f Suite 120 3-5d COMMON(2),"X0.131");OR PER JOIST,TOE NAIL 31 2 - l (2 5/WX 0.113")nall (roof) 6 12 Hauppauge,NY 11788 2 CEILING J015T5 TO TOP PLATE'. 3-lod BOX(2)5"X0.128");OR 3-3"X0.131"NAILS 32 1 Y8"- 1 Y4" IOd COMMON(3"X0.145")NAIL;OR 6 12 P(631)650-6666 5d(2X5"X0.1319 DEFORMED NAIL 631 650-6667 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-10d BOX(3"X0.1259 OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS 3-16d COMMON(3)2"X0.162");OR FACE NAIL 114"GALVANIZED ROOFING NAIL,7(6"HEAD (see Section 8502.5.2 and Table 502.5.2) 4-3"X0.131"NAILS 33 Y2"STRUCTURAL GELLUL051G FIBERBOARD 3 6 Ll C(516)658-0325 SHEATHING DIAMETER OR I Ya"LONG Ib ga.STAPLE WITH 24 10 )(6°or I" GROWN 2X4 10 240 I6� -- I %"GALVANIZED ROOFING NAIL,7(6"HEAD 2X6 10 24 24 16 24 20 24 GEILIN6 JOIST ATTACHED TO PARALLEL RAFTER TABLE 8502.5.2 34 2s�2"STRUCTURAL GELLULOSIG FIBERBOARD `a (HEEL JOINT)(see Section 850:?.5.2.and Table 8502.52) FACE NAIL DIAMETER,OR 1 Xs"LONG Ib go.STAPLE WITH 3 6 SHEATHING X6'OR 1"GROWN FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm d I Y2"GALVANIZED ROOFING NAIL;STAPLE a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL SUPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE 4-10d BOX 0"X0.125")OR 35 Y2.GYPSUM 5HEATHING GALVANIZED, 115"LONG;IYa" SCREWS, -! 7 51DEOR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED COLLAR TIE To RAFTER,FACE NAIL OR I Ya" X 20ga. 3-IOd COMMON(3 Y2"X0.145");OR TYPE W OR 5 5RIDGE STRAP TO RAFTER 4-3^x0.131°NAILS FACE NAIL EACH RAFTER d , , WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I /a'GALVANIZED ROOFING NAIL;STAPLE 36 s/g'GYPSUM SHEATHING s " '7 ( r ° GALVANIZED, I /8 SCREWS,TYPE w OR s b. SHALL NOT BE USED IN EXTERIOR WALLS C. 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 `. rj "� y' RAFTER OR ROOF TRU55 To PLATE 3-IOd COMMON NAILS(3"X0.145");OR SIDE OF EACH RAFTER OR s 5d COMMON D( "X0.131")NAIL j „ TAND I RUSS TOE NAIL ON OPPOSITE WOOD 578USTRUAL PANELS,bd DEFORMED(210X0.120) NAIRL;ORERLAYMENT TO FRAMING 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. of 3-I6d BOX NAILS(3 j"X0.135")OR 2 TOE NAILS ON ONE 5 D 6 4-IOd BOX(3'X0.125");OR 37 /a" AND LE55 6 12 i , 4-3 X0.131 NAILS 5d COMMON(2"X0.131")NAIL;OR TABLE 8602.10.4- BRACING METHODS 4-I6d(3�"X0.135") OR 35 y° - I" 5d DEFORMED(2 Y2"X0.120")NAIL b 12 TOE NAIL CONNECTION CRITERIA 3-IOd COMMON(3"X0.145");OR IOd COMMON(3"x0.145")NAIL;OR METHODS, MATERIAL MINIMUM THIGKE55 FIGURE 4-10d BOX(3"X0.125');OR 301 1 YW - I)a" 6 12 FASTENERS 5PAGING V 4-3"X0.131"NAILS 5d DEFORMED(2 Xs"X0.120")NAIL 7 ROOF RAFTERS TO RIDGE,VA-LEY OR HIP RAFTERS OR FOR 51: 1 Inch - 25.4 mm, I foot = 304.5 mm, I MILE PER HOUR - 0.447 m/s;I ksl = 6.595 MPO 8301.22. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN ROOF RAFTERS TO MINIMUM 2 RIDGE BEAM 3-I6d BOX(3 kX0.135")OR EXTERIOR SHEATHING PER 6°ED&Es 12"FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. 2-I6d COMMON(3)2"XO.162");OR TOE NAIL TABLE 8602.3(3) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE 3-IOd BOX(3"X0.1251);OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING GS-NSP 3/an REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E lallb AND ASTM E 1886 AS 3-3"X0.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STREN&THS AS SHOWN: 50 K51 FOR SHANK DIAMETER OF 0.192 INCH(god CONTINUOUSLY SHEATHED WALL COMMON NAIL),90 KSI FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH,AND 100 K51 FOR SHANK HOOD STRUCTURAL PANEL INTERIOR 5HEATHIN6 PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR (() pIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(1)or 8602.3(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMEN75 OF AN IMPACT-RE515TING I6d COMMON(3 Y2"X0.162") 24"O.G.FACE NAIL b.STAPLES ARE Ib 6A6E WIRE AND HAVE A MINIMUM 7/16-INCH ON DIAMETER GROWN NIDTH. - c.NAILS SHALL BE SPACED AT NOT MORE THAN b INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 45 INCHES OR GREATER. STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) f" 5 STUD TO STUD(NOT AT BRACED HALL PANELS) IOd(3"X0.125");OR O IG,"O.G.FACE NAIL d.FOUR-FOOT BY 5-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. = EXCEPTION: 3"X0.131")NAILS e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.3(2). N I.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LE55,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF 5HEATHIN5 TO W GS-0bA WOOD STRUCTURAL PANELS WITH A THICKNF-55 OF NOT LESS THAN WG, INCH AND A z # I6d BOX(3 Y2"X0.135");OR Y 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 6 INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED 15 GREATER THAN 130 MPH, CONTINUOUSLY SHEATHED 3 �� SEE METHOD C5-w5P SEE METHOD C,5-NSP SPAN OF NOT MORE THAN 5 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Q v NAILS FOR ATTACHING PANEL ROOF 5HEATHIN6 TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED 6 INCHES ON CENTER FOR MINIMUM 45 INCH IV WOOD STRUCTURAL PANEL /8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE 9 CORNERS(AT BRACED HALL PANELS) DISTANCE FROM RIDOEs,EAVE5 AND GABLE END WALLS;AND 4 INCHES ON CENTER To&ABLE END WALL FRAMING. Z ADJACENT TO 6ARA6,E I6d COMMON(3 X2"X0.162") Ib"O.G.FACE NAIL j GYPSUM SHEATHING SHALL CONFORM TO ASTM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH 6A 253.FIBERBOARD SHEATHING, T OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE I6d COMMON(3 Y2"X0.1629 1611 O.G.EACH EDGE FACE NAIL HALL CONFORM TO A5TM c 205. F-- - PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED N � h.5PAGING OF FASTENERS ON FLOOR 5HEATTHING EDGE5 APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED d 10 Z BUILT-UP HEADER(2"TO 2"HEADER WITH Y2'SPACER) I6d BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL 5LOGKIN6 AND AT FLOOR PERIMETERS ONLY.SPACING,OF FASTENERS ON ROOF 5HEATHIN6 PANEL EVOE5 APPLIES TO PANEL EDGES LU WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO O SUPPORTED BY FRAMING MEMBERS AND REOUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL ED6E5 PERPENDICULAR TO RE515T THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH V 5-5d BOX(2 Y2"X0.1139;OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THI5 CODE.FLOOR PERIMETER SHALL BE F EITHER TABLE R301.2(2) OR ASCE -1, WITH THE PERMANENT CORROSION-RESI5TANT Z 4-5d COMMON(2 Y2"X0.131");OR TOE NAIL 5UPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. GS-PF 11 CONTINUOUS HEADER TO 57UP 4-IOd BOX O X0.125" I NHEBE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 JOIST IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TNO TOE NAILS O CONTINUOUSLY SHEATHED 71611 SEE SECTION 8602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE 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 Z PORTAL FRAME BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR } w w 0 o THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REQUIRED. Ip �4 J I6d COMMON(3)2"X0.162") 16"O.G.FACE NAIL F =[: BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LE55 WHERE THE ULTIMATE z F 9 K W 12 TOP PLATE TO TOP PLATE IOd BOX(3"X0.125");OR O 3"x0.131")NAILS 12"O.G.FACE NAIL DESIGN WIND SPEED, 15 180 MPH OR LESS. ° 0 0 TABLE 8802.1 I RAFTER OR TRUSS UPLIFT CONNECTION FORGES 1 " long X 0.12 Clio. a m W u v x 9 5-Ibd COMMON(3�"X0.162"9;OR FACE NAIL ON EACH SIDE OF FROM WIND (ASD) (POUNDS PER CONNECTION) a,bca d,e.fa,h d �/ �i (for Y2"thick sheathing) TABLE R301.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING ' o�' o 12-Ibd BOX(3 Y2"X0.135");OR END JOINT(MINIMUM 24"LAP 72 Or 25/32° for 15/4" long X 0.12 dia. F d 13 DOUBLE TOP PLATE SPLICE GS- ii (for 2542"thick sheathing) 3" EDGE5 6" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS 12-IOd BOX(3"X0.125");OR SPLICE LENGTH EACH SIDE OF EXPOSURE B CONTINUOUSLY SHEATHED maXIY)'iurn 16 galvanized roofing nabs or 5d common z z U z =IL�N 12-3"X0.131' NAILS END JOINT) 9 9 ,- STRUCTURAL FIBERBOARD FASTENER SPAG I NG �u �U d Q o�,�� W ULTIMATE DESIGN WIND SPEED Vult (mph) Stud spacing (215" long X 0.131"diad nails k RAFTER OR ROOF SPAN z j v w 1-11Q Q FASTENER TYPE 4 FOOT 6 FOOT �m`�k 130 mph 140 mph PANEL SPAN < PANEL SPAN < PANEL SPAN Q-�� i E-Q Z z LU TRUSS 5PAGING (FEET) � U.J V FOR SI: 1 INCH = 25.4 mm, I FOOT = 304.5mm, I degree = 0.0175 rad, i pound per s wore foot=47.5 N/m2, I mile per hour = 0.447 m/s. �4 FOOT <_6 FOOT < 8 FOOT ��Q�N o o m o 2: 13 ' ROOF PITCH ROOF PITCHp p q, p _ � � z _ v � a. Adhesive otto--hment of Hall sheathing including Method GB, shall not be permitted in Seismic Design Gategorles G, Do, DI and D2 NO. 8 WOOD SCREW o P u�y q j-v~ I6d COMMON(3 Y2"X0.162") Ib"O.G.FACE NAIL <5:1:2 >5:12 <5:12 >5:12 I d OR b. Applies to panels next to garage door opening where supporting gable and wall or roof load only. Shall only be used on one wall d m o'P o z BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR BASED ANCHOR WITH 2 14 I6d BOX(3 Y2"x0.135");OR, 12 615 88 122 113 of the ora e. In Seismic Desi n Gate ories D , D and D roof Covering dead load shall not exceed 3 sf. 16 10 BLOCKING MOT AT BRACED HALL PANELS) 12"O.G.FACE NAIL g g g g o 1' V. g p INCH EMBEDMENT LENGTH m a z d 3"x0.131")NAILS 18 122 112 157 146 c. Garage openings adjacent to a Method 05-0 panel shall be provided with a header in accordance with Table Rb02.5 (1). A full z - >R'o �w 1,- 24 14x1 137 1612 178 0 6 w d v 3-I6d BOX(315"x0.135");OR 3 EACH 16" O.G.FACE NAIL height clear opening shall not be permitted to a Method GS-G panel. O O m Q N „ 28 167 153 216 200 NO. 10 WOOD SCREW d o K p�W z ru 0�' 15 BOTTOM PLATE To JOINT,RIM JOIST,BAND J015T OR 2-I6d COMMON(3 X2"X0.162");OR 2 EACH IG,"O.G.FACE NAIL 12 O.G. 32 185 170 240 222 d. Method GS-SFB does not apply in Seismic Design Categories D0, DI , D2. BASED ANCHOR WITH 2 IG, 12 g u m 'Q F O z BLOCKING(AT BRACED HALL PANELS) 4-3"X0.131"NAILS 4 EACH IG,"O.G.FACE NAIL 36 203 186 264 244 e. Method applies to detached one and two-family dwellings in 5eismlG Design Categories Dpthrough D2only. INCH EMBEDMENT LENGTH �a 2_w��� 4-5d Box(2 "X0.113");OR 42 230 211 300 278 o 5 o w o 3-I6d BOX(3)5"x0.135");OR 48 258 236 336 311 I/ w a W 4-5d COMMON(2)2"X0.131");OR TOE NAIL 12 126 111 162 150 Y4 I NGH LAG SCREW w o o m o TABLE R602.10.5 d o 4-10d BOX(3"x0.1259;OR 18 162 140 2001 Ia4 BASED ANCHOR WITH 2 IG, IG, 16 z il'i�' �'z p 16 TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS MINIMUM LEN:'STH OF BRACED WALL PANELS = N z o z 24 1018 182 255 237 INCH EMBEDMENT LENGTH '��o�i ID 3-Ibd BOX(3 "X0.13519;OR „ 25 222 203 287 266 u� ~r1z°�� 2-I6d COMMON(3 Y2"X0.162");OR (INCHES) CONTRIBUTING R z .- H O END NAIL IG, O.G. 32 246 226 3101 2095 METHOD MINIMUM LENGTH O d z Q Q = 3-10d BOX(3"X0.125");OR 36 270 247 351 325 ADJACT4T CLEAR HALL HEIGHT LENGTH a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE O u Q 3-3"X0.131"NAILS 42 306 281 30101 370 OPEN nG HEIGHT (INCHES) 3-IOd BOX(3"X0.125");OR 461 343 314 447 414 (INGHE5) 5 FEET 9 FEET 10 FEET 11 FEET 12 FEET DESIGN WIND SPEED ANDA 33 FOOT MEAN ROOF 2-I6d COMMON(3)5"X0.162");OR HEIGHT. 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-3"X0.131"NAILS FACE NAIL EXF05URE G GS-NSP `164 24 27 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING m 3-5d BOX(2 "x0.113");OR ULTIMATE DESIGN WIND SPEED Vult (mph) ENDS OF THE WOOD STRUCTURAL PANEL. 2-5d COMMON(2 Y2"x0.151");OR FASTENERS SHALL BE LOCATED NOT LESS THAN 15 I"BRACE To EACH STUD AND PLATE 2-IOd BOX(3"X0.125");OR FACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph INCH FROM THE EDGE OF THE PANEL. 2 STAPLES 1 s/a" TRUSS 5PAGIN5 (FEET) TABLE i�507.2 -5d Box 2 X0.113';OR ROOF PITCH ROOF PITCH G. ANCHORS SHALL PENETRATE THROUGH THE 2-5d COMMON(215"x0.131');OR DECK LEDGER CONNECTION TO BAND JOI5ToJ, EXTERIOR WALL COVERING WITH AN EMBEDMENT 19 I" X b"SHEATHING TO EACH BI'_ARING 2-lod BOX(3"X0.125");OR FACE NAIL <5:12 >5:12 <5:12 >5:12 2 STAPLES,1"CRONN,Ibgo.,l s/a"LONG 12 161 151 lab lab (DEGK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD <_ 40 PSF LENGTH OF NOT LESS THAN 2 INGHE5 INTO THE la 200 Ia5 257 242 BUILDING FRAME. FASTENERS SHALL BE LOCATED 3-5d BOX(2 "X0.113");OR J015T SPAN 3-5d COMMON(2)2"x0.131");OR 24 256 230 317 205 CONNECTION DETAILS NOT LESS THAN 2 Y2 INCHES FROM THE EDGE OF THE 3-Ipd BOX(3"X0.125");OR „ 25 250 260 355 335 6'AND LESS 6' 1"TO 5' 5'1"TO 10' 10'1 TO 12' 12'1 TO 14' 14T'To le 16'1 TO 15' CONCRETE BLOCK OR CONCRETE. g s I2 O.G. ON-CENTER 5PAGING OF FASTENERS 3 STAPLES,I"GROWN, IG, a.,l /a"LONG 32 321 2610 305 373 t!1 INCH DIAMETER LAG SOREN cd d. PANELS ATTACHED TO MASONRY OR 1Z 20 1" X 5" AND WIDER 5HEATHIN6 TO EACH BEARING WIDER THAN I" X 5" FACE NAIL 36 353 320 438 411 30 23 15 IS 13 II 10 MASONRY/STUCCO SHALL BE ATTACHED USING 42 402 375 4610 468 WITH� INCH MAXIMUM SHEATHING 4-5d BOX(2 J"X0.113");OR � INCH DIAMETER BOLT NITH� INCH 3-5d COMMON(2X2"X0.131");OR 45 450 420 560 524 MAXIMUM 5HEATHIN6d 36 36 34 29 24 21 19 VIBRATION-RESISTANT ANCHORS HAVING AN a 3-1od Box(3"x0.125");OR 12 214 201 263 247 ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS < 4 STAPLES, 1"GROWN, Ib o.,1 %a"LONG M INCH DIAMETER BOLT WITH I-INCH 36 36 201 24 21 15 IG, X 9 IB 277 2509 342 322 MAXIMUM SHEATHING,° THAN 1,500 POUNDS. _ FLOOR 24 340 315 422 306 FOR 51: 1 Inch = 25.4 mm,I foot =304.5 mm,I pound per sgyare,foot = 0.04.701 kPa 4-5d BOX(2 }"X0.113");OR I6" O.G. 2b 354 355 476 446 a.Ledgers shall be Plashed in accordance with Section 8703.4 to prevent water from contracting the house band joist. Q 21 JOIST TO SILL,TOP PLATE OR GIRDER 3-5d COMMON(2)l"X0.131");OR 32 427 308 5261 406 b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER W 3-IOd BOX(3"X0.1251);OR TOE NAIL 36 460 435 553 54-1 c.The tip of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE R301.7 3-3"X0.131"NAILS 42 535 4610 664 622 d.Sheathing shall be wood structural panel or solid sawn lumber Qf O 5d BOX(2 "X0.113"9 4" O.G.TOE NAIL e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. SLI 48 5610 550 745 6617 Up to 1/2-Inch thickness of stacked washers shall be permitted to substitute for up to 1/2-Inch of allowable ALLOWABLE lL Z 22 RIM JOIST,BAND J015T OR BLOGKIN6 TO SILL OR TOP 5d COMMON(2 Y2"X0.131");OR sheathingthickness whe-e combined with wood panel or lumber sheathing. STRUCTURAL MEMBER PLATE(ROOF APPLICATIONS ALSO) loci BOX(3"X0.125");OR 6"O.G.TOE NAIL p g DEFLECTION 3"x0.131"NAILS FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8mm, I MILE PER HOUR= 0.447 m/s, 5-6d Box 2 "x0.113";OR I POUND =0.454k I POUND PER SQUARE FOOT = 47.01' N/m2, I If 14.6 N/m RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 g. p TABLE 8507.2.1 4 2-5d COMMON(2 X2"x0.131");OR - WITH NO FINISHED GE L I NG ATTACHED TO "� 23 I"X 6"SUBFLOOR OR LE55 To EACH J015T 3-IOd BOX(3"X0.125");OR FACE NAIL PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS 2 STAPLES, I"GROWN,Ibga.,l s/a"LONG, a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF � Ll HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXF05URE D, THE UPLIFT INTERIOR WALL5 AND PARTITIONS H/150 3-I6d BOX(3Y2'x0,135");OR BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE MINIMUM END AND EDGE DISTANCES AND 5PAGING BETWEEN ROWS 24 2"5U5FLOOR TO JOIST OR 61RDER 2-I6d COMMON(3),"X0.162") FLOORS TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE L/360 TOP EDGE BOTTOM EDGE ENDS ROW 5PAGING _ 25 2"PLANKS(PLANK ° BEAM-'=LOOK d ROOF) 3-I6d BOX(315'X0.135");OR AT EACH BEARING,FACE NAIL ADJUSTMENT GOEFFIGIENT5 IN TABLE 8301.2(3) SHALL NOT BE USED TO MULTIPLY THE CEILING WITH BRITTLE FINISHES (INCLUDING L/360 2-I6d COMMON(315"X0.162") TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGERO 2 INGHESd 3/4 INCH 2 INGHESb 15/e INCHES" PLASTER AND STUCCO) 3-Ibd COMMON(3 "x0.162") HEIGHTS. CEILINGS WITH FLEXIBLE FINISHES (INCLUDING 4-10 BOX 0"x0.125");OR BAND JOIST` 3/4 INCH 2 INGHE5 2 INGHESb 15/5 INCHES L/240 26 BAND OR RIM JOIST TO JOIST 4-3"x0.131"NAILS;OR END NAIL ".THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING GYPSUM BOARD) 4-3"X 14.9a.STAPLES,a,,GRom ASSEMBLY DEAD LOAD OF 15 PSF. ALL OTHER STRUCTURAL MEMBERS L/240 NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF FOR L 150REH5.4 MM G RAS OL O a. LAG,SCREWS OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE KITH FIGURE 85072.1(1). 20d COMMON(4"x0.192");OR 32"O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR HALLS - WIND LOAD` WITH PLASTER OR H/360 tu AND 5TA6&ERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE C. FOR EN61NEERED RIM JOISTS,THE MAWFAGTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES 24" O.G.FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM RON OF LAG 5G8EN5 OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE KITH FIGURE R507.2.0). lod Box(3"x0.125");OR AND BOTTOM 5TAC70ERED ON MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUILDING aLH 27 BUILT-UP GIRDERS AND 5EAM5,2-INCH LUMBER LAYERS 3"X0.131"NAILS OPPOSITE SIDES CORNERS. EXTERIOR WALLS - WIND LOADS WITH OTHER H/240 , \ n!� AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED BRITTLE FINISHES vtu 1� J 2-2od COMMON(4"xO.192");OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.70. THI5 TABLE: R402.1.4 - 2020 NEI4 YORK STATE ENERGY CONSERVATION CODE Z 3-lod Box(3"X0.125");OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED EXTERIOR WALLS - WIND LOAD5a WITH FLEXIBLE H/120d 1.1 3-3°xo.13r' NAILS FORGES. EQUIVALENT U-FACTORS FINISHES. - 4-I6d BOX(3 j"x0.1559OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS SUPPORTING MASONRY VENEER WALLS° L/600 25 LED6ER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(3)2'5(0.162'9;OR AT EACH J015T OR RAFTER, CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL 4-10d BOX(3"X0.125');OR FACE NAIL p CLIMATE ZONE NOTE: L=SPAN LENGTH H=SPAN HEIGHT n� 4-3"X0.131 NAILS WALL ABOVE. FENESTRATION 5KYLI0HT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE n/ 1�Z LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS LU l� 261 BRIDGING,OR BLOCKING TO JOIST 2-IOd 0"X0.125"9 or 2-5d common EACH END,TOE NAIL g HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN -�% (2)VX 0.131";or 2-3"X 0.131')nails SHALL BE PERMITTED. A5 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS Z In. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED O TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4 0.52 , 0.55 0.026 0.060 O.OQB 0.04-7,' 0.051 0.065 OBTAINED FROM THE TABLE R3012(2). b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE ..^^L� � THE LENGTH OF THE CANTILEVER. 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN to TABLE R602.3(3) ROOFS OR WALLS OF 5UNROOM ADDITIONS OR PATIO O ' WOOD PANEL WALL SHEATHING FASTENING SCHEDULE a)'� AS MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLA55, THE CONTINUOUS O PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. N/A AS MIN. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF MINIMUM HOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND -V.I.F. -V.I.F. MINIMUM NAIL PANEL NAIL SPAGIN6 sT'RJ�CTURAL PANEL THICKNESS SND 5PAGING SPEED VULT�H) GLA55, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED SIZE PENETRATION PANEL SPAN (INCHES) (INGHE5) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLA55 LITE OR L/60 FOR THE ENTIRE N (INCHES) R4%TIN6 (INGHE5 O.C) (INCHES O.C) B G D LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. O l 1 TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE �-/ bd COMMON l.5 24/0 3/5 16 b 12 140 115 110 FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF x (2.0x0.113") 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD 'yam 5d COMMON1- 1/1616 6 12 17o 140 135 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. � n, 1.75 2.4/16 d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM j� (2.5"X0.131") 24 6 12 140 IIS 110 FOR 51: 1 Inch = 25.4 mm, I MILE PER HOUR = 0.447 m/s GLAZED BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE a.PANEL 5T'RENOTH AXI5 PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH SND SPAGIN6 MORE THAN 16" DEFLECTION OF H/180. ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AX15 PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION 5KYLI6HT FENESTRATION CEILING WALL MASS WALL FLOOR BASEMENT WALL SLAB R.-VALUE CRAWL SPACE C. REFER TO SECTION R703.5.2. Q I,.TABLE BASED ON WIND PRESSURES ACTIN&TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8301.2. U-FACTOR" U-FACTO SHOO b e R-VALUE R-VALUE R-VALUE 1 R-VALUE R-VALUE a DEPTH ci WALL R-VALUE e LATERAL BRACING,REQUIREMENTS SHALL BE IN ACCORDANCE NITH SECTION R602.10. C.NOOD 5TRUGTURAL PANELS HITH SPAN RATIN65 OF HALL-I6 OR HALL-24 SHALL BE PERMITTED AS AN ALTERNATE TO PANELS NITH A 24/0 i Q SPAN RATING. PLYWOOD SIDING RATED I6 O.G.OR 24 O.G.SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. 4 - 0.32 10.55 0.40 4� 20 OR 8/13. ,` Iq 10 GOVT. OR �f 10 / 2FT. . 10 CONT. OR NALL-I6 AND PLYWOOD SIDING Ib O.G.SHALL BE USED HITH STUDS SPACED NOT MORE THAN I6"ON CENTER. i3 + 5 h ,' 13 CAVITY 13 CAVITY m N [0 20 OR 15 CONT. OR 15 CONT. OR 5 0.30 0.55 NR 41 13/17 30 g 10 / 2FT. N O Z 13 + 5 h 11 CAVITY 1611 CAVITY 0 1U • AS MAX. AS MAX. O Z PROPOSED AS MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. AS MIN. Iia 3 -V.I.F. -V.I.F. IQ� REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES p 4 4 p � Q v GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: , CONDITIONS OF THE CONTRACT FOR 2020 EGG OF NEW YORK STATE: * FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION 8905.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DESIGN DEAD LOADS AS PER ASCE BE CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWINGS. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPEBUILD OPENINGS IN THE BUILDR401. : PERMANENT CERTIFICATE - SHALLER OR REGISTERED DESIGN PROFESSIO COMPLETED BY THE 7-I6 - CHAPTER 3 TABLE 03.1 4/87 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE ONAL AND POSTED IN SHALL OBTAIN GERTIFIGA" E OF WITH 6 DUCT AND DAMPER EACH SIDE SHALL BE GAF-OLA55-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE COMPONENT LOAD � OGOUPANGY. SUBSTITUTIONS SHOULD BUILDING. (psf) FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. .A R C H t T� c" s" NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG G E I L I N G S TODD O'CONNELL ARCHITECT P.C. AUTHORIZATION BY THE ARCHITECT. ION THROUGH THE R 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO 8402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE ACOUSTICAL FIBER BOARD 1.0 m_f AUTHO 20 GFM INFILTRATION OVER 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 REASONABLY GLEAN AT ALL TIMES. RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. GYPSUM BOARD (per � INCH thickness) 0,55 TODD O'CONNELL, AIA FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, (1/2 INCHES) (2.2) AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2Suite 020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY (5/8 INCHES) (2.75) 1200 Veterans al Highway 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 1No CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FORA COMBUSTIBLE MATERIALS AND 3" ETC., GLEAN GLASS AND LEAVE WORK g" FIREPLACE WALL THIGKNE55 WITH WATERTIGHT, WEATHERPROOF JOB. GLEARANGE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO.BE APPLIED IN STRICT R402.4. WOOD FURRING SUSPENSION SYSTEM 2.5 F (631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WITH THE VAPOR RETARDER: THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 INSTALLATION - THE COMPONENTS OF THE BUILDING CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPEGIFIGATIONS. -REQUIRED ON THE WARM-IN-WINTER THERM AND GENERAL LIABILITY INSURANCE. 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 5, ROOF, AND W A L L ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL �rrsr,r� r,tr Ir(iffj:w> (ai LOCAL CODES AND ORDINANCES. THE COMPONENTS AND VERIFY COMPLIANCE. ASPHALT SHINGLES 2.0 INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO GYPSUM SHEATHING, 1/2-in. 2.0 CONTRACTOR SHOULD FULLY FIBEROLA55 MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) -� GUARANTEE HIS WORK AND THE WORK 5.5.0. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A, 5, AGA. FIBERBOARD p 1.5 OF HIS SUBGONTRAGTORS FORA CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE - PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE POLYSTYRENE FOAM O 2 '�:r~,'e, � COMPLETION OF THE PROJECT UNLESS EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM OS OTHERWISE SPECIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING SHALL BE PERFORMED IN FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per I/8-in. THICKNESS) p.4 , BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE �� EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND '- ACCORDANCE WITH GOOD' BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD GAN BE DETERMINED. RIGID INSULATION, I/2-In. 0.75 PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE WARM SIDE. PROVIDE II/2 RIGID � INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502.13 OF THE SKYLIGHT, METAL FRAME, �" WIRE GLASS 8.0 , `� �U I FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND GOOLINO �� OWNER, ARCHITECT, AND THEIR RESIDENTIAL CODE OF NEW YORK 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER WOOD 5HEA7HINO (PER INCH THICKNESS) 3.0 STATE TO GUT OFF ALL CONGEALED FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER BOXES SHALL BE SEALED. HEATING EQUIPMENT MUST BE WATERPROOFING MEMBRANE AGENTS AND EMPLOYEES FROM AND TO 6 BELOW FINISHED GRADE UNLESS BITUMINOUS, SMOOTH SURFACE 1.5 AOAIN5T ALL CLAIMS, DAMAOE5, DRAFT OPENINGS (BOTH VERTIGAL OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. 8403.3.3: DUCT TESTING - DUCTS SHALL BE PRE55URE TESTED TO SING1_E-PLY SHEET WATERPROOFING MEMBRANE 05 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING DETERMINE AIR LEAKAGE ATTORNEYS FEES ARISING .) OUT OF OR PROVIDE FIRE BLOOKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR F I LL Ln m RESULTING FROM THE PERFORMANCE CONGEALED 5PAGE5 OF STUD WALLS MARKED ON THE BUILDING PLANS OR EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPEGIFIGATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIOHT WEIGHT CONCRETE, PER INCH 8.0 ly SUCH CLAIM, DAMAGE, L055 OR SPACES AT THE CEILINO AND FLOOR THE BUILDING THERMAL ENVELOPE. SAND PER INCH 8.0 EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R5 BE INSTALLED08 OF THE RESIDENTIAL GORE OF DUCT INSULATION: 8403.3.5: BUILDING CAVITIES - SHALL NOT BE USED AS DUCTS OR STONE CONCRETE, PER INCH 12.0 � O BODILY INJURY, SICKNESS, DISEASE FURRED 5PAGE5 SHALL AL50 BE FIRE NY5. ALL OLA55 15 TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOOR 5 AND FLOOR F I N 15 H E 5 z DESTRUCTION OF TANOISLE PROPERTY EXCEEDING 10 FEET. OLA55 5UBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. 8403.4: MECHANICAL SYSTEM PIPING INSULATION - CARRYING CERAMIC OR QUARRY TILE (3/4-In.) 16.0 -..I (OTHER THAN THE WORK ITSELF INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED ON 1/2-In. MORTAR BED INCLUDING THE L055 OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. z RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING OLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-In.) O 8403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-un. MORTAR BED 23.0 V Z CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF NEOLIOENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLA55. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED 2020 NY5 RESIDENTIAL GODS o < a ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE AND WINDOHS SHALL BE INSTALLED IN SPACES (EXCEPT BASEMENTS) MUST HARDWOOD FLOORING, 7/`7-In. 4.0 � w°Z� � o GLEANOUTS AT ALL CHANGES OF THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER LINOLEUM OR ASPHALT TILE, 1/4-in. 1.0 ° �°, u 0 0 EMPLOYED BY ANY OF THEM, OR STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. THAN � w� �" a DIRECTION AND AT BASE OF ANYONE FOR WHOSE ACTS ANY OF MANUFACTURES SPEGIFIGATIONS. ALL -INSULATION IS NOT REQUIRED ON MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 THEM MAY BE LIABLE REGARDLESS VERTICAL WASTES. USE 4" CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) c THROUGH FOUNDATION WALL PITCHED *CFA = CONDITIONED FLOOR AREA 5LATE (PER mm THICKNESS) 15.0 OF WHETHER OR NOT IT 15 CAUSED IN SEALED AS PER 2020 NYSEGGz° TY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: SOLID FLAT TILE ON I-In. MORTAR BASE 23.0 z � w�o�N PART BY A PAR N 8403.7: EQUIPMENT SIZING - PER AGGA MANUEL 5, BASED ON � z�Q � }F � HEREUNDER. ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND 5UBFL.00RING, 3/4-in. 3.0 ASSEMBLIES, AND METHOD OF FOLLOWS: WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY LOADS CALCULATED PER ALGA MANUEL J. � m°j°°~ W CONSTRUCTION INCLUDING BUT NOT DISH WASHER I I/2" - FLOORS, WOOD J015T (no taster) 10.0. Ib-in. °n? wD00 v SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, p O.G. O.G. �� UJ V LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESIVES), R404.1: LIGHTING A MINIMUM OF 90% OF PERMANENTLY J015T 51ZE5 (in.) (LB/FT2) (LB�T2) v o m BLOCK-WORK, FRAMING, NAILING, LAVATORY I I/4" PROVIDE ALL SCREENS AND MASTIC,-PLUS-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS. ~ O G. ARE TO SHOWER 2° HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 v ~ PLACING OF CONCRETE, E T a~ z ° BE CAREFULLY SUPERV151=D BY THE TOILET 3" 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK 57ATE SECTION R308- 2x8 b 6 o z°�o o m CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 7 6 0�q�N o d kn�-u IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INGREA5ED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOOKING-TYPE LONOITUDINAL ° H ° ?xl2 8 7 Q ° o' zzwo SPECIFICATIONS, APPLIGABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMS ON DUGT5 - EXCEPT A5 INDICATED IN SECTION R308.1.1 E6,GH PANE OF FRAME PARTITIONS ( sf) `" ° ° x AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS A5 INDICATED ON TO BE ANDERSEN UNLESS INDICATED OPERATING AT LESS THAN 2" W.g. OLAZINO INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN v w w�a v Ifo O FROM THE DRAWINGS AND PLANS WITH EA51LY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R305.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUD5, I/2-in. GYP. BOTH SIDES 8.0 a� mwa � w-N SPECIFICATIONS WILL NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION 5PEGIFYINO WHO APPLIED THE DESIGNATION, WOOD STUD5, 2x4, UNPLA5TERED 4.0 S o��'n� o PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF OLA55 AND THE SAFETY GLAZING .TNN Q °z [C1 AUTHORIZATION OF THE ARCHITECT. Tt SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIFL.E IN THE FINAL FRAME WALLS ' oz �W THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLINO DUGT5 WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALL5: Hy ��- RESPONSIBLE FOR THE SHOP HEALTH STANDARDS AND THE FOLLONINO 15 INCLUDED FOR THE INSULATION MUST BE COVERED W1TH A SANDBLASTED, GERAMIG-FIRED, LASER ETCHED, EMBOSSED, OR BE 2x4 a Ib-in., 5/8-in. GYPSUM, T��o`�'�I3�`�'cj° DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE O` THE PAINTINO VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING INSULATED, 3/8-in. 51DING I I.O 4 Q u,o°► o v p ALL DIMENSIONS AND CONDITIONS FLUME31NO MUST BE OBTAINED FROM CONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. LOCAL AUTHORITIES INDICATION OF -HE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2xb a Ib-in., 5/8-in. GYPSUM, X CONTRACTOR TO REMOVE $ PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A R308.4 HAZARDOUS LOCATIONS - THE LOCATIONS 5'ECIFIED IN INSULATED, 3/8-In. SIDING 12.0 D ALL ORDERING, CONTRACTOR SHALL INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R308.4.1 THROUGH 8308.4.7 SHALL BE CO1451DERED TO BE II RELOCATE AS REQUIRE IS THE EXTERIOR STUD WALL5 WITH BRICK VENEER 48.0 EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPO'`r' OF GLAZING l DIAMETER WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED 8308.4.1- OLAZINO IN DOOR- OLAZINO IN FIXED AMM OPERABLE WINDOWS, GLA55, FRAME AND SASH e5.0 REFLECTIVE WHITE THAT THE OWNER CHANOES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, 5LIDINO AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHES: CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 39.0 THE CONSTRUCTION TYPE SITE WORK OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R305.4.2- GLAZING ADJACENT TO DOOR- OLAZING I5 LF-55 THAN 60 8 IN 79.0 DESIGNATION SHALL BE STAKEOUT 15 TO BE PERFORMED BY A SUBCONTRACTORS 005T FOR THE INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS 12 IN Ib IN X15 "1", "II", "111", "IV", OR "V" LICENSED SURVEYOR. STAKING AND CHANCED UNIT. LAYOUT ARE TO ESTABLISH ALL LINES LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- TO INDICATE THE CONSTRUCTION DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE: DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE AND BENCHMARKS. VERIFY ALL GIVEN 5: CLASSIFICATION OF THE � HVAC WY ONE GOAT WOOD FILLER OR STAIN -OLAZINO I5 ON A WALL PERPENDICULAR TO THE PLANE OF THE THES THICKNESS (IN INCHES) 4 b 8 10 12 STRUCTURE DATA ON DRAWIN55. IN C:A5E OF SYSTEM TO BE DESIGNED BY OTHERS. DENSITY OF UNIT (105 PGF) STRUCTURE UNDER IBC DISCREPANCY, RECEIVE AND TWO GOATS MGKLUSKY'S ELEGTRIG SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24 OF THE HINGED SIDE OF SECTION 602 Y CLARIFICATION FROM Ai<:GHITEGT PROVIDE PROPER SUPPLY TO ALL EGOSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 51.0 37.0 43.0 Q PRIOR IO PROCEEDING. 1.X ITEO TE ROOMS $ CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R308.4.3- GLAZING IN WINDOW AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LAROEER THAN 9 50.FT. (GROUT SPACING) x AND BACK FILL FOR WORK INDICATED 48 IN. O.G. 29.0 38.0 47.0 55.0 REFLECTIVE RED ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING IS LESS THAN 18 ABOVE THE FLOOR Q EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING I5 MORE THAN 36 " ABOVE FLOOR AND 40 IN. O.G. 0.0 40.0 49. 57.0 PANTONE # 187 v INED FROM STRIPPING DRIVEWAY _ -12 IN. O.G. 32.0 42.0 52. 61.0 a 057A B E MORE WALKING SURFACES ARE WITHIN 36" MEASURED -, " Q AND BUILDING SITE. STOCKPILE ALL GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON GOMBUSTA L ONE OR � �.4 IN. O.G. 34.0 46.0 57.0 67.0 EXCAVATED MATERIAL. PHEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING 16 IN. O. G. 40.0 53.0 66.07q.0 EXISTING BACK FILL MATERIAL AND JOIS T5 RAFTERS AND STUD5 SHALL 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 z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, 8308.4.5- GLAZING AND WET SURFACES- BATHTUBS, SHOWERS WHERE TREE ROOTS, ROCKS AND DEBRIS. FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN DESIGNATION FOR STRUCTURAL MATERIALTHAT IS WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSEUROH, PRATT CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY 5TANDINO OR WAL,�KINO DENSITY en UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND COMPONENTS THAT ARE OF ALL SURPLUS M WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. GABOTS, BUILDING GODS OF NEW YORK 5TATE, SURFACE different dead load OTHER STRUCTURES -ASGE7-Ib UNSUITABLE FOR BACK FILL MATERIAL values for differ (PGF) TRUSS TYPE CONSTRUCTION III STRO<E Q p SHALL BE REMOVED FROM THE SITE. EXTERIOR SHEATHING SHALL BE 1/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - R308.4.6 OLAZINO ADJACENT TO STAIRS AND RAMP5- GLAZING 2 PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LESS THAN SOLID CONCRETE MASONRY UNIT WY7HE5: FEET OF THE BUILDING. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF A.L PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. 36" ABOVE THE PLANE OF THE ADJACENT WALKING 5URFACE OF WYTHE5 THICKNESS (IN mm) 4 6 8 1 10 1232.0 51.0 b9.0 87.0 105.0 _ # PLYOOD EXTERIOR SHEATHING TO FOR AROHITEGT'5 AND/OR OWNERS STAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) APPROVALS MUST BE OBTAINED W "F" FLOOR FRAMING INCLUDING ■ ■ BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTALLY FROM THE DENSITY OF UNIT (135 PGF) 38.0 60.0 51.0 102.0 124.0 ■ ■ GIRDERS AND BEAMS WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DENSnTY OF UNIT (135 PGF) 41.0 4.0 87.0 110.0 153.0 u:) °R" ROOF FRAMING STUD WALLS AT 1/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP 8308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING wE1GhiTs OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR z BUILDING "FR" FLOOR AND ROOF FRAMING CONCRETE BLOCK AND AT ALL UNSUPPORTED EDOE5 OF 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 STANDARDS AND CODES PLYWOOD. PROVIDE SOLID BLOCKINO THROUGH R702.5b OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LE55 THAN 180 DEORE-ES FROM THE BOTTOM PLASTER, ADD 5 Ib/ft2 FOR EACH FAGS PLASTERED. VALUES SAMPLE - TITLE E NYGRR PART 1265.4 RD ALL CONCRETE BLOCK 1.5 TO HAVE GIVEN REPRESENT AVERAGES. IN SOME GASES THERE ISA PLACE ENGINEERED WOOD PLACARD tu "DLR-O-WALL" REINFORCING EVERY AND DIAGONAL BRAGINO OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD N051NO CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. ON OR ADJACENT TO ELECTRICAL METER BOX THIRD COURSE. FILL TOP COURSE JOISTS AT 8' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A-INSUOIROULATE CIIINO SYSTEM. Z m SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT 5Y5TEM. ALL GYPSUM -INSULATE GIRGULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PROVIDED PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGE5 OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION R305.1 U-I TRUss DS I C N TI Oil S I C N PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILINGS UNLESS OTHERWISE � PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, Q PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEAD5. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE 5L.:TION 8312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND SCALE: NTS CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPAGE5 SHALL HAVE A ` !_ GORNERS. WHERE FLUSH FRAMING 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 GEILINO HEIGHT OF NOT LESS THAN 7 FEET. BATHROOMS, TOILET CONCRETE OCCURS, USE MIN. 160A SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIOHT OF NOT NO CONCRETE OR MASONRY WORK JOIST HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEA71NO AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LESS THAN 6 FEET 8 INCHES lu l� SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOW THE EXTERIOR OF THE BUILDING EXCEPTION: Tr4BLE I: MINIMUM INSULATION THIGKNE _ G ` TEMPERATURES OF 40 'EOREE5 F. BE MINIMUM 3/2X4 STUD5. HEADD WINDOW SHALL METAL CORNER BEATO BE USED ON -HVAC, PIPING CONVEYING FLUIDS -THE OPERABLE WINDOSHALL COMPLY WITH: I. FOR ROOMS WINSULATION THICKNESS IN INCHES FOR GITH SLOPED GEILINOS THE REQUIRED FLOOR ES BY PIPE SIZES ES TINO HOT WATER PIPES AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT �,L O BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARINO ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENINO CONTROL DEVICES THAT COMPLY WITH SEG. R312.2.2 LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF THE HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATINO MAINS AND RUNOUT5 Q ADDITIVES SHALL BE ALLOWED FOR 57UD5, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A GEILINO HEIGHT OF NOT TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" JU BE 3 1/2". USE DOUBLE JACK STUDS ELECTRICAL R312.2.2 WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET h' WITHOUT WRITTEN PERMISSION OF THE ARCHITECT ALL CONCRETE I5 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE ASTM F2090 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-180 0.5 1.0 1.5 2.0 (� NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE 15 CAPABLE OF 140-160 0.5 0.5 1.0 1.5 O O MIN. 3,500 P.S.I. AT 28 DAYS $ 4,000 LENGTH. STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 0.5 1 0.5 0.5 1.0 PSI FOR GARAGE SLAB. PROVIDE ALL SLEEVES AND FOUNDATION VENTS A5 NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO O N REQUIRED BY NYE, CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LESS THAN THE AREA REQUIRED BY SECTION 8310.2.1 v INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER NIRINO SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THICKNESS FOR HVAC PIPES FOOT IN05 ARE TO BE A MIN. 8" DEEP BEARING VALUES OF SANDY GRAVEL ANO. CONVENIENCE OUTLETS SHALL WITH ROD $ SHELF, ALL LINEN I a- V Id z AND/OR GRAVEL AT 2000 LB5 PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PROJECTING 6" ON EACH SIDE OF THE SQUARE FOOT. CONTRACTOR TD FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. PIPING SYSTEM FLUID TEMP. INSULATION THIGKNE55 IN INCHES BY PIPE SIZE FOUNDATION WALL. PROVIDE TWO #4 TYPES RANGE (F) 2 RUNOUTS I AND LESS 1.25 TO 2' 2.5 TO 4 Q CONSULT ENGINEER IF DIFFERENT 501L ALL SNITCHED TO BE LOCATED 36 DEFORMED BARS CONTINUOUS IN THE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLE55 3. DOOR TRIM AND BASE MOLDING HEATING SYSTEMS FOOTING. ALL 4" THICK c:ONGRETE EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EX15TINO LOW PRE55URE/7EMPERATURE 201-250 1.0 1.5 1.5 2.0 SLABS TO HAVE 6X6 10/10 WELDED WIRE REINFORCING. ANCHOR BOLTS IN ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 N � LU ^ „ CONCRETE SHALL BE HOOKED 5/8" X FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND STEAM CONDEN5ATE m O \`Ipl 12 AT MAX. 5' 0.0. PROVIDE BITUMEN FAUCETS TO BE SUPPLIED BY OWNER EXPANSION JOINTS BETI^IEEN SLABS NOTE: ALL NON-ENGINEERED LUMBER AND INSTALLED BY CONTRACTOR (FEED WATER) ANY I.O I.O 1.5 2.0 N O COOLING SYSTEMS � � Q iU z AND FOUNDATION WALLS. TO BE DOUGLAS FIR #2 OR BETTER 5. FINISHES TO BE SUPPLIED GRILLED WATER, REFRIGERANT 201-250 I.O 1.5 1.5 2.0 to K BY OWNER AND BRINE 120-200 0.5 1.0 1.0 1.5 m Q 7 p CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.20) WINC> DESIGN SUBJECT TO DAMAGE FROM GROUND 5PEED TOPOC> SPECIAL WIND SEISMIC ' 1 ZONINO INFORMATION � 5�6 0�--" � ARCHITECTS TODD O'CONNELL SNOW (MPH) RAPHIC: WIND BORN DESIGN WEATHERING FROST LINE TERMITE � WINTER ICE FLOOD AIR MEAN O/ / 1�0 111 _ I��� ; �A R c H I T E C T P.C. LOAD EFFEGT5 REGION DEBRIS CATEGORY a DEPTH 12 DESIGN BARRIER HAZARDS 6 FREEZING ANNUAL - }J ,. k ZONE m f TEMP a REQUIRED h INDEX � TEMP � TO I _ I}� I O� �^ O��� I O�� O � / 30 I30wIt Na NO I MILE B BOF 3 FT MOD TO FEMA Y�il�l ✓"� {'�1 / / TODD O'CONNELL, AIA FROM SEVERE BFG HEAVY 15 YES FLOOD 1500 OR 55.4 1200 Veterans Memorial Highway GOA5T MAP C3 TION: 0 BLOCK: 2 LOT(S): 63 �' Suite 120 PANEL# E55 SE �/ 'O Hauppauge,NY 11788 MANUEL J DESIGN CRITERIA " / /� P(631) 650-6666 WINTER SUMMER ALTITUDE CORRECTION INDOOR DE51ON DESIGN TEMPERATURE HIGH TEMPERATURE ZONE: R-40 REQUIRED PROI—05ED / / 'n/ F(631)650-6667 ELEVATION LATI"PUDE HEATING COOLING FACTOR TEMPERATURE COOLING DIFFERENCE /}fir C(516)658-0325 LOT AREA 40,000 SQ.ET. 26,525 SQ.I`T. V ------ ------ ------ LOT WIDTH 150 I=T. 120 ET. � COOLING WIND WIND COINCIDENT DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY TEMPERATURE VELOCITY VELOCITY WET BULB LOT DEPTH 1-75 ET. 380.83 ET. DIFFERENCE HE-ATING COOLING ------ FRONT YARD 50 ET. 50.aci ET. / SIDE YARD (MIN) 15 ET. I-7 ET. 4� 7 / T OF MY KNOWLEDGE BELIEF AND TO THE BEST SIDE YARD (A66) 35 ET. 5(b.51 ET. � PROFESSIONAL JUDGEMENT, THESE PLANS AND/OR 5PECIFIC NTION5 ARE IN COMPLIANCE REAR YARD 35 ET. 241.5 ET. / WITH THE FOLLOW O , « BU I LD I NC HEIGHT 35 ET. 30.58 ET. 2020 RESIDENTIAL CODE OF NEW YORK STATE PUBLICATION NOVEMBER 2011 LOT COVERAGE 20 % C1.2 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS I2-25 FOR MECHANICAL SYSTEMS GHA � Ih 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTERS 24 FOR FUEL � GAS SYSTEMS 2020 RESIDENTIAL CODE OF NEW YORK STATE - z CHAPTERS 25-55 FOR PLUMBING SYSTEMS 2020 RESIDENTIAL CODE OF NEW YORK STATE / N / to —1 R 4-42 F70R ELECTRICAL SYSTEMS O th CHAPTERS 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE z AS ADOPTED WITH THE 2015 IECC / 3 ? I F O Ul w�F�V w THE PROJECT COMPLIANCE METHOD CHOSEN 15 TOTAL UA-ALTERNATIVE AND A RE5GHECK HAS BEEN SUBMITTED , T WITH THESE DRAWINGS. / V L / z OwT'2zOFwI-o XD ta *�4�NOOnz wO LU 0 / /o / w ods�z— QaFQwZQoOoF / � � Q��wFQ�ao-'a� w0 o ZP ii — wa v�wFavpa= —7 46 / NOZ2Fc wH0UF N O�Q J�W"X3 O LLJ OF zy Z� W �`1l Q QrSQWNd 'Q lu �FQQV IJ \ 1Y tr f z / no Ir- LU V w / � n I:z (Y -3 tu/ / 55.0 i U- a- V / 51.0 / pp Jr zQ z � OL � z M PROPOSED R1 .2 2 5TORY v RESIDENCE w v v Q F- ll` '�11 z X uWi O / / I in N z 0 N N / / n 545 2 � o 0 o ILI 0 z5LH _ z - o LH I- 4LH001 fy \ —� z THE,/ ST N1 54 / O v� cn M OL NO 'I ' z tA 1r _ -M M M- _M —M -M—M—M--M '_M----M M r P r S 0 b 1092 6 t W P � J..�OT PLl'�tl� "fi(1+,r,r;f rr'�F:}��1�1,., z O d IU SCALE:: I" = 20'-O" a z � O d O 0 N p GENERAL NOTES ° I. CARBON MONOXIDE ALARMS AND CARBON 6. AS PER 2020 NYSRC SEG. R510EACH HABITABLE ROOM SHALL HAVE MONOXIDE DETECTORS SHALL BE INSTALLED 'A a c'fi'f r E G T s IN BUILDINGS AS REQUIRED IN ACCORDANCE /'`T LEAST ONE OPERABLE WINDOW TODD O'CONNELL FOR EMERGENCY EGRESS WITH A =..4 A,R C H ITECT P.C. WITH SECTION x15.2 OF 2020 NYSFG MINIMUM CLEAR OPENING OF 5.7 SQ. (CARBON MONOXIDE DETECTION SYSTEMS) FT. (GRADE FLOOR OPENINGS SHALL TODD O'CONNELL, AIA FOR RESIDENTIAL BUILDINGS . INTER-WIRED HAVE A MINIMUM CLEAR OPENING OF FIRE/SMOKE AND CARBON MONOXIDE 1200 Veterans Memorial Highway 52'-O DETECTORS WITH BATTERY BACKUP AS PER 5.0 50. FT.). THE MIN. HT. OF suite 120 NFPA 72 AND 2020 NEW YORK STATE OPENINGS TO BE 24" AND MINIMUM Hauppauge,NY 11788 42-o RESIDENTIAL CODE SEG. R514 AND R515 WIDTH TO BE 20" AND THE BOTTOM P(631)650-6666 2T-0" I5'-O" SHALL BE INSTALLED IN DWELLING UNITS OF OPENINGS NO HIGHER THAN 5'-8" A.F.F. F(631)650-6667 OF EACH SEPAATE 5LEEFINO AREA IN �HE VICINITY OR THE BEDROOMS. C(516)658-0325 WHERE A FUEL-BURNING APPLIANCE IS 7. ALL WOOD POSTS SHALL BE BUILT LOCATED WITHIN A BEDROOM OR ITS UP WITH (2) .2X4'5 NAILED TOGETHER W/ , ,; .r�a.f.� , c,;f.�. ATTACHED BATHROOM, CARBON MONOXIDE IOCI NAILS @ 8" O.G. UNLESS OTHERWISE 12" P. GONG. DETECTION SHALL BE INSTALLED WITHIN THE NOTED , TRENCH FOOTING BEDROOM. 8. ALL FRAMING SHALL COMPLY WITH ` NOTE. ANDERSEN 400 SERIES r - \ WINDOWS OR EQUAL TO B WW E 2. ALL ELECTRIC WORK SHALL BE THE NEYORK STATE RESIDENTIAL 4' CONCRETE SLAB INSTALLED PERFORMED IN STRICT ACCORDANCE CODE ` w/bxb 1O.fo W �N4' WITH THE LATEST EDITION OF THE N.E.G. q• ALL EXTERIOR PORCH/DECK/ OVER6MIL VB. dJ ON COMPACTED SOIL GRAVEL FILL W1 m TO BE V 4. ALL ERIDIED N FIELD ITIONS AND DIMENSIONS ONS LUMBER—U.O.N.STAIR R MNG TO BE AC m - _ PERFORATED PIPE GENERAL CONTRACTOR AND REPORT 10. ALL ELECTRIC TO REMAIN AND lo'-o" 2T-O" 2'-II" q'-4" 2'-a° ANY DISCREPANCIES TO ARCHITECT MODIFIED TO ACCOMMODATE NEW 4 PRIOR TO START OR CONTINUATION CONSTRUCTION. FINAL ELECTRIC TO GRAVEL FILLOF WORK BE DETERMINE IN THE FIELD " PERF RATED IVy 26-0" _ -8" = 5. NO GALV. NAILS OR CONNECTORS IN O II. ALL ANCHORS, STRAPPING AND to AGO. LUMBER ARE PERMITTED. ALL CONNECTORS AND HARDWARE TO BE r — — — — — — — — — — - I J- CONNECTORS AND FASTENERS FOR Ar-,O— — — *G 5 SI MPSON STRONG TIE OR AN APPROVED LUMBER MUST BE STAINLESS STEEL OR MANUFACTURE AND TO BE INSTALLED AS BOND BEAM HOT DIPPED GALVANIZED G-185. PER MANUFACTURE WRITTEN z - - - - - - - - - - - - - - � �— — — — — — — — — — — — — — —� INSTRUCTIONS- UNLESS OTHERWISE NOTED v 3'-10" — _ — — — — — — — J T�y 4�R T 2� Ti NEK r�lo2N, I� �) m O GLADDED AND SEAL AS REOU R 12. ALL ENOINEERED LUMBER TO ED tf01 (� — O.G.VERTICAL;MINIMUM F 2; O.G.VERTICAL;MINIMUM OF 2; 61, POU p CONC _ _ _ i I GROUT FILL SOLID (TYPI AL) I$m vI TO PROTECT AGAINST THE Z WALL GROUT FILL SOLID (TYPICAL) FOL NDATI N _ WEATHER ENVIRONMENT �' ') 3 I x2 P. < / TINC?2"x4' sc ® ® I 10" POURED GONG FOUNDATIO WALL I I ro -7 w N O 4 F BAAR 2x4 (2) Y;t IN. 36' BELOW 'i' I W/#4 REBAR VERTICAL O 56' O.G., o °F z ►-�'�a #4 REBAR HORIZONTAL WITHI 12 TOP 6R E. IGAL) OF WALL,#4 REBAR HORIZON AL NEAR u,v 0 I 1/3 POINTS IN WALL STORY ( x cv jM " CONCRETE SLAB STAIRS R5 GUARD NOTE: ° m v a v w �' I N Lats-dJ R6MILVB. ON4Q �Rw� } <r I I v I (TO COMPLY WITH 2020 R.G. OF NYS R3 I I$R3 12) N o< 12x24 P. GONG. FOOTING U F z O (Xl �� W/(2) #4 REBAR W/2'x4' O ° PACTED GRAVEL -STAIRWAYS SHALL NOT BE LESS THAN 36" w W ° °~`" KEYWAY;MIN. 36" BELOW IL - COMPACTED SOIL - i ,�? F I I Sir:ry GRADE. (TYPICAL) NOTE: BACK HALF o A v IN CLEAR WI DTH ABOVE THE PERMITTED �'° o o w o F Y ry I OF DWELLING JOISTS o �, HANDRAIL HEIGHT AND BELOW THE REQUIRED x y-z a N V PROVIDE RAIL FRAMED 0 12 O.G. -1 _ I — J LU 0 TO CODE rad o d"J HEADROOM HEIGHT �_ �_�°OwO O p I = PROVIDE FLOOR DRAIN o x I I -MINIMUM HEADROOM HEIGHT TO BE tb'-8" o�J F Q X t W a�o v ~ ' iUz a I I —MAX RISER SHALL NOT EXCEED gXW/ 24" X36" DEEP Q 26X-7 N NwoPREFAB DRYWELL 2„xb„ STUDS ® I6 o.G. -MIN TREAD SHALL NOT BE LESS THAN C1 HMSG '"° R-21 INSULATIONQLAB 2"XbAGQ SILL PLATE -STAIR PROFILE: NOSINGS SHALL NOT BE Q LESS THAN s/4„ NOR MORE THAN V „ wo \ I I -HANDRAILS SHALL BE PROVIDED ON AT ,, N 2¢ = IJ I LEAST ONE SIDE OF EACH STAIRWAY WITH ��w�FW w w- 5-O TIE NEW F ATIONS m O z � LABEL O }” I HMSG CELLAR p I FwLlmvF�'w « FINISHED I TWO OR MORE RISERS. TOP OF HANDRAIL L — — — •J W/tt4 REB R• 24 O.G.VERTI AL;MINIMUM OF 2; o SHALL NOT BE LESS THAN 34" AND NOT z J o x o z GROUT FI SOLID(TYPICAL) I - 51-a_�1. -� o<x _ w <w — 12” P. NG. (3) I x11 LVL FLusH _ - - MORE THAN 38". ALL REQUIRED HANDRAILS ° d FT' H '� I - a SHALL BE CONTINUOUS TO THE FULL LENOHT $_ —TRENCH FOOTIN 8„ --- - - OF THE STAIRS FROM DIRECTLY ABOVE THE PITCf4 I 2"X8" LEDGER %" ST. PIPE COL. UP I I DIRECTLY ABOVE THE LOWEST RISER OF THE � K K K K W/24 x24 xl2 T � I? RISERS ®t8 ( I GRAVEL FI L I � i PT. L°'�° POURED GONG. FTG. I m 16ADS ® 10" PERFORA D I FLIGHT. ENDS SHALL BE RETURNED OR SHALL o — — — — — — J — — FROM ABOVE —Z16>0. 1 (TYPICAL) 2¢x-7Q F o I I TERMINATE IN NEWEL POSTS OR SAFETY STL. DROPPED NT'1 TERMINALS. HANDRAILS ADJACENT TO A WALL Q `� SHALL HAVE A SPACE OF NOT LESS THAN V:2" -1 w PT. LOAD L FROM ABOVE BQx7Q FROM AD L J w z ABOVE+ H BETWEEN THE WALL AND THE HANDRAIL. - - PROVIDE ° I I HMSG B I I u v w in ;9 10'-Iv -- l0'-1�2° 13'-11° HANDRAILS SHALL NOT PROJECT MORE THAN LU LABEL o I O 4Y2” ON EITHER SIDE OF THE STAIIRWAY. a HAUNCH SLAB o I I ' ST. PIPE COL. �' —GUARDS I L I NGS ARE REQUIRED I UNDER POSTS � « « � I « \__K/24 x24 x12 I 4 /RA FOR ANY I 4 CONCRETE SLAB POURED GONG. FTG. w V u1 u w 4"X4" POST w/6x6 1O�(o W W M. (TYPICAL) I m I SURFACE 30 ABOVE FLOOR OR GRADE. Q z OVER b MIL YB. "BON _ -OUARDS/RA I L I NGS SHALL NOT HAVE A OAP w = v I DROP FOUNDATION COMPACTED GRAVEL I 3' „ I FOR DOOR I I ON COMPACTED SOIL a _ OF PASSAGE OF MORE THAN 4 z v Q B I I ILI 2"X6" STUDS ® Ib” O.G. I I NOTE: FRONT HALF o TIE NEW FOUNDATIONS B v _ R-21 INSULATION I I d OF DWELLIN6��JOISTS W/#4 REBAR o 24 I La v O.G.VERTICAL;MINIMUM OF 2; _ - O 2"X6" AGQ SILL PLATE I FRAMED m Ib O.C.I� GROUT FILL SOLID (TYPICAL) I ( o Q � 10 POURED GONG FOUNDATION WALL I AT A Hv#4 REBAR VERTICAL o 56N D.G., F I _Tyn z ZO #4 REBAR HORIZONTAL WITHIN 12 TOP I I w - I OF WALL,#4 1113 PO NNAR ZONTAL WALL STORY IN AND GEIE LI�N6� - 0 o f IN < N I I 12x24 P. GONG. FOOTING I ( r a NOTE: DOUBLE ALL F.J. Qn W/(2) #4 REBAR W/2'x4 UNDER PARALLEL WALL I I M - jI I KEYWAY6ZAMINN. 56- BB GOON I i H F - PARTITIONS ABOVE I I O O I p j'Pe- ' ONGRLTESLAB xb 1O�(o .M.b MIL VB. ON 4'COMPACTED ASOI L SL — — — — — — — — — : — — — — — — I F.A.I. TIE NEW FOUNDATIONSDI I W/#4 REBAR• 24"NIIVIUM OF 2; 11COMMPACTED V.B. ON 4" GO 6X6 M. �kM WITH MANUFACTURE'S T `tu, I I I OOROUT FILL. SOI LIID(TYPICAL) D SOIL CLEARANCES FRORAVEL INSTALLATION MIONS AND 0 UNPROTECTEDlu W I I I COMBUSTIBLE MATERIALS AS �p M 12" P. GONG. INDICATED ON THE APPLIANCE ' JU ,1 J TRENCH FOOTING LABEL AS PER MI701.1 OF THEW DROP FOUNDATION NYS RESIDENTIAL GORE z o0 FOR DOOR — IUVZ L - - - - - - - - - - — - -I — — 20 ao 2'_0 LH -4y2 I I 9" 13-O' 1:2'-3" O 52'-OWALL KEY (�L " 3'-8" 'I , LH EXIST TO BE REMOVED LU '-- D EXIST TO REMAIN O, O PLAN NEW POURED CONCRETE NEW WOOD FRAME CN NST -aF--' FOUNDATION PL�AI `� • O v- U1 SCALE: 1/4" = 1'-0" ® 4"x4" POST UNLESS OTHERWISE O '' z NOTED L U o HOLD DOWN AS NOTED HARD WIRED SMOKE OO DETECTOR W/ BATTERY BACK-UP Q ® 80 CFM FAN TO EXTERIOR m ry fA HARD WIRED CARBON MONOXIDE 7 a DETECTOR W/ BATTERY BACK-UP Q MIN 12" A.F.F. AS PER V Q z 2020 RESIDENTIAL CODE OF NYS O SIE DENOTES EGRESS WINDOW �J w m r Q 0 0 � o 4" FRESH AIR VENT J i�THROUGH ROOF � .•'"� � . , 1 rO RvCHITECT5 1 TODD O'CONNELL ARCH I T E C T P.C. 1 � I I TODD O'CONNELL, AIA I 15'-O" 1200 Veterans Memorial Highway 27'-0" Suite 120 8._6.. 8' q.. Hauppauge,NY 11788 ---- ---SkIeWER-I- T -�---------i-----?„ i-----fi-i----���-i SHOWER___-�- P(631) 650-6666 r- T F(631)650-6667 1 j I I j j I I j I C(516) 658-0325 (5) 2 X—IO" ACO — —75-3254Y A � (5) 211 XIO—'l I I I1j " f:rtrrri�t:r�.rfl�rfl iff�rfi�rrirr� Ci :2111 I ..j I I 1 ° I ° 1 12„ ”7 17, b"Xb" AGQ POST W/ 6"X6" ACG POST 21 COLUMN ENCLOSURE 1 1 11/21 1/2" b SECOND i TUB 1 1 ruB 1 0 FLOOR I i I „ FD I 1 I 5 2„2' 2.. 5' 2. 2.. • 3.. L- i NOTE: ANDERSEN 400 SERIES Qfj WINDOWS OR EQUAL TO BE 1 — _ INSTALLED 2'-0" I I I 1 10'-O" I6'-O" 26'-0" j 1 7'-4"— 8'-6" 7'-b" 5'-6" 12'-&"— PROVIDE 2'-6"PROVIDE HOLD DOWN FWG bll p0e,T *G 15-3 POST RST FLOOR PROVIDE °�T (5) 2"X12" (5) Ij"X14" LVL I .. 1 2.. 2.. 5.. G.O. Z # " HOLD DOWN ,� „ „ G_ 55 2 XI2 AGO LED6ER HOLDD D01 WN POST t' I 5 LAO TO EXIST WITH I" IP I �PT. LOAD m — I —1 AND b" LAO BOLTS I' O.G. FROM ABOVE STA60ER TECO JOISTS TO r I �� POST LEDGER WITH ZING COATED X V I OR HOT -D GALVANIZED " " I O Z 16' HWH c�i m 6 Xb 2"1 1:2-1 m o Q w o ill ��n GO N P05 I °w�W��G�oo Oo Oo IL I= 21" NON-GOMBUSTAB I 1 I/2 1 H=w p � I '^ AFET1'OLAZIN6 =IL x GO „ 1 inzo��'oQao In � _ 5 z Z.Is o-tDF U_ d KITCHEN %v IX `; TO SANITARY ��N��oo�m� W x , o I FLUME I NO RISER T-9 � cv I m I °z=r�uwZmm V LU cv • SCALE: 1/4 - I -O � O ,n NOTE: BACK HALF r� " PROVIDE RAIL — NEW UL APPROVED PRE-FAB 6A5 N TO CODE 9 OF DWELLING JOISTS , I?� F.P.TO BE SEL. BY OWNER; Q 60° o ~ FRAMED ® 12" O.G. J � EXTERIOR COMBUSTION AIR DUCTS 6 Xb `� z� Fw- NV ;y4 SHALL BEA LISTED COMPONENT POST = O�> OF THE F.P.; INSTALL ACCORDING TO MANUF. INSTRUCTIONS > d Q N O a z v O_w0 -Rr X -' ��wN°uwiIQ PRO IDE 3Qx7Q POCKET m '"° I I 1° o ?o w RAIL TO ODE c m (5) 1 J"XII J" LVL FLUSH ' � PROVIDE m o FO U w MUD m tu RAIL TO CODE �' w Z Q ® I POST ix�Q=� = 15 ® P 3'-O !="X ROOM BATH TER FaQr 'D NTRYISHOWER SHOWER cv 4FLU!5H P05TO= I �" II j" LVL F SH (5) 1 J"XII J" LT. InGW WP *� � P" �� POST SECONDIr- z HMSG B 5 RI E OLU LABEL 4 41" m „ III I I I FLOOR TUB FD TUB V V 4 2 —►w —wv—m —rw rw fw ►ar W z W V ROV I DE V I I NOTE DOUBLE ALL F.J. I I _ cH—cH cvi—cn �H a,—cw— —cH—cn u,—GH ca— cH—cH 1-1-t.- -cv,— —a.—cH—CHIE HOLD DOWN PROVIDE RAIL b" UNDER PARALLEL WALL W w w TO CODE P ST_ El I I PARTITIONS ABOVE ( I 9 O o- -r w Q v 2"x10" G.J. O 16" O.G. 1L IL -�I I I I IL Z 6 m Q tu NOTE: FRONT HALF I ( LIVING B I I v 0 x :bo DINING _ (,I OF DWELLING, JOISTS ROOM La O 0 ►n :'a ROOM X FRAMED ® I6 O.G. u� �— ( I ow a tu v = Q OARAOE giro- -'" m I I I I DW z W O m ... m I I tL N N � w z s/6" Tr:1l SHEETROCX m I , F I RST N _ WALLS AND GEILIN6 I`' N 10" AGQ LEDGER I I ( I FLOOR N 1 LAC, O EXIST WITH " � I I PT. LOAD I I 0 (5) I "XII " LVL FLUSH " AND b LAO BOLTS 1' O.G. I FROM ABOVE I b"Xb" 5TA R TECO JOISTS TO 11 O Q D eH —cH eH ew—cH w—cH—cH—cH—eH cH POST LEDGER WITH ZING COATED I (5) I 'Al " L FLUSH I I �• LOAD POST „ cW O O — POST OR HOT DI PED GALVANIZED — FROM ABOVE WE c++—a"—cH—cH—cH # 14'-0" 1.4.1-01, "'-6" 14'-O" 5 "XI O" m(5) 2"XI (5) 2"XI O" �— cH— —cH—cH lX a i E 51 127712 — p 51 PROVIDE BACKFLOW • "G 5 POST 5L.T6. SL.T6. POST *C 5 HOLD DOM-1HWH PREVENTER 2"x10" G.J. Ib" O.G. IS' O" �, T.P T tu 61516" GQ POST W/ 2" I I' O" 2" 2"x8" AGQ G. . to Ib" O.G. COLO ENCLOSURE—,, W/2"X4" AGQ RIPPED 12 _ _ r v m PROVIDE (3� 2"X O" AGQ -�s POST HOLD DOWN —F J� 8QX 5Q OARA&E DOOR FLUMEI I�O I S I� �URFL (� PROVIDE (5) I °XII ° LV�� f.9. & q) SCALE: 1/4" = 1'-O" i-1 HOLD DOWN POST TABLE P5201.1W —is) 57'-O" P ' ROOF EXTENSION SIZE OF TRAP5 FOR PLUMBING FIXTURES V O OPEN VENT PIPES THAT EXTEND THROUGH A ROOF SHALL BE )LIJI 52'-0" TERMINATED NOT LESS THAN 6 INCHES ABOVE THE ROOF OR b TRAP SIZE V INCHES ABOVE THE ANTICIPATED SNOW ACCUMULATION, PLUMBING FIXTURE MINIMUM LU i<3: W_ WHICHEVER 15 OREATER. WHERE A ROOF IS TO BE USED FOR (INGHE5) O I- 1 > ASSEMBLY, AS A PROMENADE, OBSERVATION DECK OR BATHTUB (WITH OF WITHOUT SHOWER HEAD AND/OR SUNBATHING DECK OR FOR 51MILAR PURPOSES , OPEN VENT WHIRLPOOL ATTACHMENTS) 1 1/2 0 PIPES SHALL TERMINATE NOT LESS THAN 7 FEET ABOVE THE G ROOF. BIDET 11/4 D- N �-- F I RST FLOOR PLAN CLOTHES WASHER STANDPIPE 2 O V M (n P5105.2 FROST CLOSURE SCALE: 1/4" = 1'-0" WHERE THE 417.5 PERCENT VALUE FOR OUTSIDE DESION DISHWASHERON SEPARATE TRAP I I/2 TEMPERATURE 15 0-F OR LESS, VENT EXTENSIONS THROUGH A FLOOR DRAIN 2 (� O t Z ROOF OR WALL SHALL BE NOT LESS THAN 5 INCHES IN KITCHEN SINK (ONE OR TWO TRAPS, WITH OR 1 1/2 3 DIAMETER. ANY INCREASE IN THE SIZE OF THE VENT SHALL BE WITHOUT D15HWASHER AND FOOD WASTE DISPOSER) +�- MADE NOT LE55 THAN I FOOT INSIDE THE THERMAL ENVELOPE LAUNDRY TUB ONE OR MORE COMPARTMENTS 1 1/2 Q OF THE BUILDING. LAVATORY 11/4 SHOWER (BASED ON THE TOTAL FLOW RATE La THROUGH SHOWERHEADS AND BODY5PRAY5) m cN m FLOW RATE: 1- 5.7 OPM AND LESS 1 1/2 6 13 z MORE THAN 5.7 GPM UP TO 12.5 GPM 2 MORE THAN 12.5 GPM UP TO 25.8 OPM 5 O z MORE THAN PM UP TO 55.6 OPM `I' tu o < v °�- � ta � o 1 > . 1 > ARCH,IYECTSM TODD O'CONNELL Ilk15'-O" A R C H I T E C T P.C. LIGHT i VENT CALL. FOR LIGHT t VENT GALL. FOR TODD O'CONNELL, AIA =ROOM I BEDROOM 5 1200 Veterans Memorial Highway FLOOR AREA= 315 S.F. FLOOR AREA= ISq S.F. PROVIDE RAIL Suite 120 CLA55 AREA= 56A S.F. CLASS AREA= 183 S.F. TO CODE Hauppauge,NY 11788 VENT AREA= 50.0 S.F. VENT AREA= M5 S.F. P(631)650-6666 LIGHT= 12.4% LIGHT= q.6% VENT= 15A% VENT= q.1% /-SELF ITC TO F(631)650-6667 C(516)658-0325 L16HT i VENT GALL, FOR LI6+IT • VENT GALL. FOR @�JRQQM BEDROOM 4 dJ (r5r(t tCrt:Air,(.rj;f(i(I FLOOR AREA= 166 S.F. FLOOR AREA= 160 S.F. - m_ rr r;rc,1:rrte:rr(,I;:r-cf:„,rr,r;a CLASS AREA= 24.2 S.F. CLASS AREA= 18.5 S.F. BALCONY VENT ARFrti= 23.0 S.F. VENT AREA= 11.5 S.F. �p LIGHT= 1415% LIGHT= 12.4% - VENT= 15b% VENT= 15.4t% 42'-O" NOTES ANDERSEN 400 SERIES I6'-O" 26'-O" WINOONS OR EQUAL TO 13E � 1 13-I I 2'-I "-4'-(b 6'-10' 6-6' IN5TALLED PROVIDE HOLD DOWN -PROVIDE FN060611 <K5 *0Xk 125 T6 HOLD DOWN PROVIDE (5) 1X10" (3) 2"XI _ cv HOLD DOWN "G 15 , .. -W.21, O" S2 " STL. FP. DROPFED 3 10" 2LX-10 FP RO 4'-0" 6'-8" 18'-O" - 45IX61' bell P" 61X6" POST P T I I Zvi P05T V N O �. HIS a � BATH I z O O I X � V x x _ BEDROOM Lu x 191 Lu IN Y 6 I— L~_ o,2xawO �°� 2 O � m v — - - n�~oo0�s uQi 1z 0 cv �I BEDROOM a a — — — oK= LU ZW O �w� Ulv TwpV11 za�pp= V +- N 2"x12" R.R. • Ib"IO.G.— — -t pQNQo�Q} 1!1 N PROVIDE RAIL ,fl " „ Q v w X TO CODE - LVL I D E 2 x12 R.R. O 16" O.C. N w m (V 7291x-7,2 I o I X14" LVL ID p �'o�NOQ Fw 14 P S PO I Qd I Q 17 RI E 5 Dl� 'oa ® ..... r L —1 POST I 5 IRE,kol aI A,( I I I I I I I Z � a p m W Fz� B'-O.. -10 02 ���i°� (3) I "XII VL LUSH (3 "XII ' ° (5) I "XII " LVL FLUSH a w - � — - i�. IA_o Ile- TH VL PLUSH ",c6" � � ¢ Q -ry 2 � BEARING — _ to w Q� w ST a a WALL I I I I I I I I �1 QQ�moQ�os O CRICKET—,VIDE4�Q ° m m m 3 ,�Q 14'-0" " '-O"� II'-O" u1 �t ' 41x4" 3 - - E— I I I I I I I OC - — POST V VIDE N DRY I k� �� I pi I m I I I I I I I ) I I I < z OI FLO R DRAIN tu � B B I ► I I I { X I I I I I I I I i I B v v w �E3 _ - X - o VENT DRYER �; - PROVIDE ` NI O TO E RIOR BEDROOM I x I ( I I I I I I I r< I I x I W v HOLD DOWN 4X4 ' X 3Q>c1Q 4 cv BEDROOM c_v Q Z Y 1) POST 5 Q n r- Q J BATH E_� ( I zmQ 1117 ® 455X&55POST "xl2" R.R. 1x12" R.R. 21x1 " R. 2"xl " R.R to = LU POST POST POST O I6 O.G. I b G. O I O.G. O I b' O.G. V 0 v X S� (3) 2"X12'_' W/(2) °XII" STL. P. FL SH 3) 2"X10" _ (5) 1 J"XII 4" LVL FLUSH — — J — 1- — — — " - J- — — — — 1= O lX O - — — _ _ m Ib' O.G. I6 O.G. v V Q< `r GRI XE < AFC23 T6. r z (3) 2"X10" 3 2"X10" !L N to QW Z PROVIDEG5 2"x12" R.R. o Ib" O.G. 2"):12" R.R. o 16" O.G. D 51 HOLD DOWN PROVIDE 3'-q" 7'-6" -I'-6" HOLD DOWN O Q N Q in - in 21x6" G.T. • Ib" O.G. uu�� ccyy u# ilt DC lY W 4:2'-0"- LU 2'-O" vzm D 1 tu tu SECOND FLOOR PLAN ROOF PLAN SCALE: 1/4" = I'-O" SCALE: 1/4" = I'-O" to to aIL LU nO, O O�� - N I— O O O LU z X � Q tu _ o rz 0 4 ►U tu � O z M v Q O 0 N Q ARCHITECTS TODD O'CONNELL ARCH IT ECT P.C. T.O. ROOF TODD O'CONNELL, AIA Suite 1200 Veterans Memorial Hi hwa 12 / \ ASPHALT SHINGLES TO BE SELECTED t8 / - - Hauppauge,N�11788 V OVER 15# BUILDINO FELT P(631)650-6666 MID-RAFTER SPAN _ _ _ _ _ _ / \ "' A 31 12 / F(631)650-6667 _......... l8 . C(516)658-0325 . .. ...... ......................... 4x3 ALUMINUM GUTTER W/3x4 � / ,� ALUMINUM LEADER TO BE - SELECTED BY OWNER _ „_/ V.. FLASHING T.O. SECOND FLOOR PLATE ELEV. +26-11" 12 115 SECOND FLOOR X�JELEV. +I-V-11" VF \ -01.0. FIRST FLOOR PLATE ELEV. +I6-10° \ . . . .. ..... _.. _... ...._..__.........._,.. ._ ,. .......__. ........... ...... z t11 Q SIDING TO _..... � LIL L...... ... ..... ... BE SELECTED ._. - Q .. r Q v z ---- -- w0D� aN � H ° w0 U wf= 00 . oE:l � a - -- ................ �oomJoQFo FIRST FLOOR _ F Q w a ELEV. +6'-10" X6.83 z w = v F N m m-� !, ��QzI�Nm� D w°O �w =4F 7 1 F=7 F= ?wv�z WT- 17 V FDaF=7 - T O °QJp�Q�HFz40 aww�z�0°��m Q oao��Zuo� LOWESTORAD_E . =NN°a�oZo 3 ELEVO'-O" 50.x— NORTH ELEVATION a If] SCALE: 1/4" = 1'-0" _ P W Z ° zz J 3 3 3 3 3 3 4 z T.O. ROOF _ — — — W 0 Z v v w ASPHALT SHINGLES TO BE SELECTED ........... z W U OVER 15# BUILDING FELT 4p \. _. LL W MID- AFTER SPAN _ - \ Z IZ 0- R ELEV. tu 4x3 ALUMINUM GUTTER W/ 5x4--,, 4 ALUMINUM LEADER TO BE tu SELECTED BY OWNER _.:....... .... . \ O V W T.O. SECOND FLOOR PLATE W O a � O 51DINO TO „ BE SELECTED O ........_............._.....__. - N N N N ; . . . O Ci N Q ...................... ........ .. SEG_OND FLOOR _ T.O. FIRST FLOOR PLATE f— ELEV. +16'-10" _.__,.._ . . ..... .... ......... ..... . .. . ............ LU _ tu t- nn, _ ® ® v LH FIRST FLOOR _ ELEV. +6'-10" (56.83) _m..... ..... .. ..._. _ ._ _.... ,, f n O LU K �— z JU OL 1 (51.0 LOWEST GRADE O.O ELE1/. 01-0" 50.0 Q DC EAST ELEVATION z SCALE: 1/4" = I'-0" QC `t Q IU O z_ -1 3 11 O 0 IS . r0. ..� ARCH ITEC'7S TODD O'CONNELL ,,_J±,R C H I T E C T P.C. T.O. ROOF TODD O'CONNELL, AIA -......_.... ...... .... Veteranse n alHighway Suite 120 w ----- Hauppauge,NY 11788 MID-RAFTER SPAN ELEV. +30'--1" - - - _. . .._..._..... ___. ___..__... -___-_.__._.� --_-.. ___ _____ ..____._..__.._..:. _..._ ...... _..:.: r. P(631)650-6666 ASPHALT SHINOLES TO BE SELECTED _,._ _.,.,.. _ _.. ._.... . 631)650 6667 .............. C(516)658-0325 OVER 15# BUILDING FELT sC'f:iwFftaFj-j T.O. SECOND FLOOR PLATE - r1 1;(o (j fff-4;:„..rt 11 ELEV. +26-II” 4x3 ALUMINUM GUTTER W/3x4 _._._. ._. ALUMINUM LEADER TO BE _......_..__......___.__.. __.. ___.. / SELECTED BY OWNER - _.. .......................... ll .................. ., 5101NO TO Q _. �. .. .. . BE SELECTED . .. A , ......... ', �. .......... ........._... SECOND FLOOR GWI35 ELEV. +17'-II" 10, 1!) T.O. FIRSTFLOOR PLATE ELEV. +I6-10° ori O Z F-- O LL _..._._...._.... } W o F Ow ...... Nv � wz 0 ~ �v �w wf Hv O Q�`nOf���wv FIRST FLOOR _ ,� m s ELEV. +6'-10" (56.83 m° ' o ' z U w �- ?, NVQOLL UJ Jz LU ��wz�QwOf] vO �<Ft hoz awLUpz o�om _ LOWEST ORADE50.0)_ 13 N w m w ELEV. 07-0-" 5-0.5)- U o av Q�F o zo w IL=t(1N Hw-wwR�Q K va,V w wv Qil1 SOUTH ELEVATION SCALE: I/4" = I'- o 43 O" - -° Z� H<<z Q os Q tt J W T.O. ROOF 4Dv V W ASPHALT SHINGLES TO BE SELECTED __... _.._.,_. . . ___...__.: __ . _.:,_...._.._.,.., .. : . L V OVER 15# BUILDING FELT _. LU W MID-RAFTER SPAN _ _ 4 Z ELEV. +30'_�f� -..... .. .... .. ... .. ... Al 4 v 4x3 ALUMINUM GUTTER W/ 3x4 ;. _..... J 1U V 4 4 ALUMINUM LEADER TO BE 2 m SELECTED BY OWNER _.......... - ________... ...,, - ...... . .:..:.. �.._ . . . _. _. .._---_._. .... ......:.'...'`:.:�-......._ V v T.O. SECOND FLOOR PLATE lu F O lY ELEV. +26'-1I" N v 0 = 4 W ............ . ......... ..... ............. . . .... . _ - - z �L 0 N a ° SIVINO TO F— BE SELECTED O O Q t\V 4 _. .. ... . - _..._..._-................._.........._._..........._. _. i ........._...._.. .. .. - - .. ............................ .. ..... - v..,. . .. .......... LJ SECOND FLOOR .:- - - lu T.O. FIRST FLOOR PLATE . ELEV. +16'-10" „........... ... _._. JU ..........._.......... ... ._.. _.. _.._................................._..._...........___..... ........_....._.._._.................._. . — .. ....... . . .. - LIOQ (n tuwZ Lj Ul .. _ .. ..... . _.. is)LU AN FIRST FLOOR _ I— ELEV. +6'-10" X6.83) Uj LOWEST ORADE _ ELEV. O'-O" 50.0 p � NEST ELEVATION W Fj d� m m i Z � SCALE: 1/4" = I'-O" tY 0 Q IU � 3 fA d 2"X411 STUDS ® 1611 O.G. y 211X6" R.R. m Ib" O.G. RIDGE VENT FLASHING LINE OF GUARDRAIL AND I / HANDRAIL BEHI 12 / \ I 12 I "X14" LVL RIDGE _ _ _ ARCIIttcrS t8D12 t8 / ' ! ASPHALT SHINGLES TO BE SELECTED TJ' ITI ISI 1T (T-I1-I I-(I Tf 4 A•R C H I T E C T P.C. \ I 18� OVER 15# BUILDING FELT /, TODD O'CONNELL / \ " 5/4 X 4 TOP PLA / 2X12 R.R. a Ib O.G. o � � lY 1 j"X14" HIP RAFTER 2 X 4 RAIL I , R-50 INSULATION 2X2BALUSTER5a5" o.6. � ) �) � ) � � � � � ) � � �� � I TODDOCONNELL, AIA 2"XI2" G.J. m Ib" O.G. 2 X 4 RAIL I I I I (I I I I I I I �" �' 6 ; 1I I 1200 VeteraSui e 1ns 2orial Highway PAROE TOP OF WALL I _a LL IJ_ILI" -ii-LI 1L - I Hauppauge,NY 11788 4x5 ALUMINUM GUTTER W/ 5x4 AND PITCH TO DRAIN ALUMINUM LEADER TO BE — — — — — — — — -hi1N�" �` P(631)650-6666 \ 12 SELECTED BY OWNER FINISHED GRAD — — — — — — — — — — — — — F(631)650-6667 - LINE OF, o BE REMOVE C(516)658-0325 • I i,X18" LVL RIDGE BEDROOM LAUNDRY BEDROOM 1/2" POLYSTYRENE RIGID INSULATION f,/ ---- ) �v, f,,rrr,;;r-,(-,�;�rjif,rr•r;;P,rrlil, 4 R-21 INSULATION // / / • 0 2„X6” STUDS 0 16" O.G. / o GDX PLYWOOD SHEATHiN6 2„X6” G.T. 0 16" O.G. 12 .�_SIDIN6 TO 2.. r i BE SELECTED ASPHALT SHINGLES TO BE SELECTED ! OVER 15# BUILDING FELT (3) I j"XII i" LVL (5) I i"XII i" LVL 5kXIIj" 110 TJI F.J. ® Ib" O.G. 2"X10" R.R. 0 161, O.G. 4' POURED CONG SLAB W/6X6 10/10 WWM 2"X10" G.J. ® 16" O.G. (5) 1 J„Xq i„ LVL BLOCK 1/5 SPANS 6” CMU FOUNDATION (- WALL FILLED SOLI FALSE DROP FALSE DROP #4 RE-BAR• 24" O.G. „ P.G. FOOTI l ) DINING FOYER LIVING 1/2 POLYSTYRENE RIGID INSULATION ( •a Ih 4x3 ALUMINUM GUTTER W/ 5x4 - �� �"� R-21 INSULATION �- O ! 211X6" STUDS 0 161, O.G. ALUMINUM LEADER TO BE , i (2) #4 BARS GONTIN AT FT N SELECTED BY OWNER GARAGE O " GDX PLYWOOD SHEATHING 24"m X 36" DEEP TYPE-X SHEEIROGK ,__�_SIDIN6 TO PREFAB DRYWELL z 211X6" STUDS ® I6" O.G. =� WALLS AND GEILIN6 BE SELEC D LOOSE GRAVEL FILL— Cox ILL Q V 1 " CDS: PLYWOOD SHEATHING r SIDING TOS, -� BE SELECTED ' BLOCK /3 SPAN O 11 �" PJI 4o F.J. • Ib" O.G. TYPICAL I GAL CELLAR ENTRY IS T z 4° CONCRETE SLAB ( - SCALE: 1/2" = I'-0" W/6X6 KW OVER 6 MIL 1Y�B.ON 4" mLU w J in v U- COMPACTED GRAVEL I I R-50 INSULATION o o T z F w 11 ON COMPACTED SOIL I i I I 2„X6„ STUDS ® I6" O.G. P w w R-21 INSULATION " � � 2"Xb" ACQ SILL PLATE IW/#4 REBAR VERTICAL O 56' O.G., p m 10" POURED GONG FOUNDATION WALL I I ( I #4 REBAR HORIZONTAL WITHIN 12" TOP �����Q � }- Rw OF WALL, #4 REBAR HORIZONTAL z w w Z O N m MEGH• CELLAR I/3 POINTS IN WALL STORY W W/#4 REBAR VERTICAL m 56' O.G., I ( I O ROOM �' FINISHED m J N o o #4 REBAR HORIZONTAL WITHIN 12" TOP OF WALL,#4 REBAR HORIZONTAL NEAR I I I I /a TYPE-X SHEETROCKlu 1/3 POINTS IN WALL STORY Io O g 4 CONCRETE SLAB O Z x* Z w 3 V WALLS AND CEILIN6 w/6x6 /0 W.W.M. a w_ �- W 0 OVER b MIL VB. ON 4" 1 Q N p(A I Z O COMPACTED GRAVEL �a w o o ~ ON COMPACTED SOIL L1 Q J~Q Z ~O 12x24 P. CONC. FOOTING I I I 12x24 P. CONC. FOOTING 0 w w o z�O p��m W/(2) #4 REBAR W/ 211x4" I I W/(2) #4 RESA.R W/2'x4" _p >w w~Q' �i v KEYWAY;MIN. 36' BELOW KEYWAY;MIN. 36' BELOW ~a O�0 v F z 0-1 Exon af� GRADE. (TYPICAL) ' I GRADE. (TYPICAL) v D w w p 0 Z 1 8 12 Fo> To E Nw�x� w- nw S G'TION 1J-� - RIDGE VENT .0 z<—ja6Zo } 1 54"X14" LVL RIDGE �Wo�� oo SCALE: 1/4" = 1'-0" OVER # BUILD NG FELT ASPHALT 5HIN&LE5 TO BE SELECTED J 2"X811 R.R. 0 16" O.G. ► �dQ�moo�os O HURRICANE ANCHORS MANUFACTURED BY 1 4x5 ALUMINUM 6UTTER W/ 5x4 USP CONNECTORS MODEL No. TMU26,TMU210 ALUMINUM LEADER TO BE OR APPROVED EQUIVALENT AT EVERY - RAFTER TO RIDGE CONNECTION WHEN SELECTED BY OWNER 0 0 RAFTERS DO NOT ALIGN ` �t1 2"X4" STUDS 0 Ib" O.G. � -7 -7 -1 � M � 2"X12" R.R. ® I6" O.G. HURRICANE ANCHORS MANUFACTURED BY USP CONNECTORS MODEL No. 5T22 ASPHALT 5HINOLE5 TO BE SELECTED OR APPROVED EQUIVALENT AT EVERY OOF RAFTERS OVER 15# BUILDING FELT � Lu Z �- RAFTER TO RIDGE CONNECTION 4� R-50 INSULATION 1 j .-1 Z WHEN RAFTERS ALION 2"X12" G.J. m I6" O.G. v 4x5 ALUMINUM CUTTER W/ 5x4 Z v RID (5) 1 J"XII i" LVL �- ALUMINUM LEADER TO BE IL )Y SELECTED BY OWNER Q 12 1/2" POLYSTYRENE R161D INSULATION W 4 V u R-21 INSULATION Q O Z 0 IX (5) 2"XIO" W/ (2) 1"Xa" 5TL. FP. 211X6" STUDS ® Ib" O.G. W Q V fA < " COX PLYWOOD SHEATHING v = N LAUNDRY BATH SIDING TO O V v BEDROOM BE SELECTED W V v z0 4 O 1 DEGKINO TO SELECT PROVIDE RAIL TO CODE 2"X611 ACG SLEEPER RIPPED 4:12 E N to U Z DECKING TO SELECT WATERPROOF` MEMBRANE PLYWOOD SHEATHING N 0 � 211X8" ACG SLEEPER RIPPED 4:12 N iU WATERPROOF MEMBRANE 2"X6" ACO SLEEPER RIPPED 4:12 O � r N RIDOE STRAFF I NO DETAIL �" PLYWOOD SHEATHING BLOCK 1/5 SPANS 211X8" JOISTS ® Ib" O.G. � m ;Is,5 O � Q 2X8 ACO SLEEPER RIPPED 4-12 BLOCK 1/5 SPANS 4x5 ALUMINUM GUTTER W/ 5x4 O O ALUMINUM LEADER TO BE SCALE: 5/4" = 1'-0" 2"XI2" JOISTS ® Ib" O.G. SELECTED BY OWNER 4x5 ALUMINUM CUTTER W/ 3x4 u) ti) tY } ALUMINUM LEADER TO BE 3 "XII " 560 TJI F.J. 0 12" O.G. (5) 1 j"XII �" L (5) 1 XII LVL HURRICANE STRAP lK tY (Y W SELECTED BY OWNER (5) 2"X10" AGO a 2"X12" LEDGER 3� XII 110 TJI F.J. ® Ib O.G. HURRICANE STRAP BLOCKING ALUMINUM GRATE WITHOUT ANY (5) 2"X10" ACG KITCHEN 1/2" POLYSTYRENE RIGID INSULATION tu KEY OR TOOL REOV FOR = R-21 INSULATION l R 2"X6" STUDS ® Ib" O.G. �, REMOVAL O, FOYE z SDE " COX PLYWOOD SHEATHING SIDING TO Z ^ (� 4 CONCRETE SLAB ' _] l�-1— WINDOW HELL,," w/6x6 1% W.W.M. R-50 INSULATION V/ OVER 6 MIL V.B. ON 4" II " PJI 80 F.J. 0 12" O.G. II " PJI 40 F.J. Ib" O.G. — 8" TRENCH FOOTI COMPACTED GRAVEL �_ _� ` w :z TO VER61N SOIL ON COMPACTED SOIL BLOCK 1/3 SPANS BLOCK 1/5 SPANS l� w/6xb 10/0 W.W.M. `-- f1 ( OVER 6 MIL VB. ON 4" Z ;! COMPACTED GRAVEL .n 112" P. GONG. TRENCH I I PROVIDE IGESFiIEL PROVIDE ICE IELD ON COMPACTED SOIL Q PERMANENTREQUIRED ' FOOTING I AND FL.ASHIN I Vl�qI6/101 STL. AND F INC .(1 J J� n—n,� PIN SLAB TO FOUNDATIO I ( 11X6" STUDS m Ib" O.G. PIN SLAB TO FOU ATION � l� W/ #4 REBAR 0 24 .G. I -21 INSULATION W/ #4 REBAR ® O.G. _ FOUNDATIONPDI I I 2"X611 ACO SILL PLATE ��R 12 P. GONG. TRENCH FOOTING V I Q I I = ��:o BAR5,GRILLS,COVERS, I ( O NOTE: FRONT HALF` PROHIBITED OVER WINDOW x NOTE: BACK HALF Iy OL WELL UNLESS DEVICES Q I I IW/ REBAR VERTICAL 56'NO.G—.,L RELEASABLE OR REMOVABLE o 00 oq� o o VEL FILL OF 0x12" O.C. S OF DWELLING JOISTS I I FRAMED a Ib" O.G. #4 REBAR HORIZONTAL WITHIN 12" TOP FROM INSIDE WITHOUT USE �t I ( I OF WALL,#4 REBAR HORIZONTAL NEAR Q OF KEY,TOOL OR EXCESSIVE � O O O d I I 1/3 POINTS IN WALL STORY FORGE 8 O O PER PRATEDPIPE I I 4" CONCRETE SLAB I I 0-- N 1-1--1 1 / w/6x6 0/0 W.W.M. � UC I I I I OVER b MIL V.B. ON 4' Cho 00 O o o \� �� I I GOMPAGT'ED GRAVEL � ON COMPACTED SOIL �o 000 0 12x24 P.CONG. FOOTING _ 0 a n o W/(2) 04 REBAR W/2"x411 (`) 12 KEYWAY;MIN. 36" BELOW m Z GRADE.(TYPICAL.) SGT I O1� , - 4 EORESS l�IELL DETAIL „ _ ,_ „ ° C-2 SCALE: 1/4 I O SCALE: 1/2" = I'-0" p p HURRICANE ANCHORS MANUFACTURED BY "n 51MP50N STRONG-TIE CONNECTORS MODEL No. H2.5A 1'j" MIN. EDGE OR APPROVED EQUIVALENT AT EVERY DIFFERENCE RAFTER TO PLATE CONNECTION BOTH SIDES WHEN FINISH TO BE sEiGGTM� 4• �s1A8 WA R C H t 7 E C`f S -RAFTERS DO NOT ALIGN WITH STUDS a•xb•IOAO K# COMI°AGr6RAVELFILL TODD O'CONNELL A,R C H ITECT P.C. 4, PI :44 SL AA } WALL STUDS o I6" O.G. 5/6"OA2" STEEL ANCHOR TODD O'C O N N E L L SIMPSON STRONG-TIE CONNECTOR BOLT5 AT 3'-0" O.G. MAX. CIILIURE:D STONE PACE TODD AIA MIN EMBEDMENT OF -1" To BE S6KTED 4 ° 1200 Veterans Memorial Highway L. #F�fZ TO BE USED WHEN v RAFTER ALION5 WITH STUD _ vaSuite 120 USE A MINIMUM OF TYdO 8d / \\ Ib 6a. COIL STRAPPING MANUFACTURED `-'EE f'1-p` • 9 o 80 00 Hauppauge,NY 11788 00 00 NAILS THIS SIDE hIITH ; \ BY SIMPSON STRONG-TIE CONNECTORS a F A a _ P 631 650-6666 ' TOTAL OF FOUR INTO R?�FTE �I MODEL No. G516 OR APPROVED EQUIVALENT � a v a I_I I ( ) 1 ; ' cOMPACT FILL F(631)650-6667 FINISHED GRADE �a ° C(516)658-0325 ° 0 " o\ ° ROOF RAFTS DOUBLE TOP PLA B12"POURED GONGRErE BOTTOM PLA va a OUnoN 1 I2• 11 I RIM JOIST I - ° (2)04 RE-BAR - / STUD PLATE TIES MANUFACTURED BY SIMPSON STRONG-TIE CONNECTORS MODEL No. RSP4 oa �— OR APPROVED EQUIVALENT AT EVERY STUD ANCHOR 13OL.T DETAIL �, TO PLATE CONNECTION WHEN RAFTERS DO NOT ALIGN WITH STUD 2 SCALE: 3/4" = I'-O" I 5 JB FLOOR A FLOOR -101ST OUN ATION DETAIL ;� STUDS o I6 O.G. I I y# . ; o SCALE: 5/4" = 1'-0" ° TWO 8d NAILS INTO PLATES Ib 6a. COIL STRAPPING MANUFACTURED m IGHT bd NAILS BY SIMPSON STRONG-TIE CONNECTORS INTO STUDS MODEL No. 0516 OR APPROVED EQUIVALENT ALL 5TRAPPIN6 TO BE r- fi�00 STRAFF I NO DETA I L INSTALLED PER MANUFACTURES N SPECIFICATIONS AND NYS GODS Q WALL STUDS 0 I6" O.G. Z # SCALE: 3/4" = 1'-0" FLOOR STRAFE I NO DETAIL z USE SIMPSON Z-MAX OR 1400 CONNECTORS TO INCREASE CORROSION RESISTANCE SCALE: 3/4" = 1'-0" 43 } USE SIMPSCN Z-MAX OR 1-106 CONNECTORS FOR ALL HARDWARE IN CONNECTION z TO INCREASE CORROSION RESISTANCE W/AGQ LUMBER. FOR ALL_ K/ACO LE BINECONNECTION o W F w o WALL STUDS • Ib" O.G. WALL STUDS ® I6" O.G. 2.-0Raos.ts ICE BARRIERS '�w�w 3 0 a V 00 2xb STI1D5•16'OG. CONSISTSICE OF AT LEAST 2PROTMICTION WHICH a H PROVIDE l9 w U O �UW � C a lENTW T06E11ER OR A N O J J Q F O ?- CDX SHEATHI �IFIED ITUt-IEN SHEET To 7'z~1 Z O z�lug- In' M SIDING TO BE sEtFc 12 EXTEND FROM THE LOMEST tu z w Vi z O F LL I N CVO6E5 OP ALL ROOF SURFACE'S DETAIL 3/A-61 FOR tu INC+EO A9 INSIDE THE EXT9OOINT NOT LE!SS THANR 4 ( Ul R�_ Q U1 WW° aL (2J 2x6 Ata SILL PLATE STRAP DETAIL 4 OR D WALL LINE OF THE BUILDING. 6 z H x J Z W 3'g 9 V LU 0 5/6'ANCHOR BOLT•5'-0.O G. ` ASPHALT SHINGItS TO MATCH EXIST W LU v H x<N H 0 m 0 O = O BOTTOM PLA SILL INSULATION -3o BATT INSULATION O J r v F_- OVER ISM BUILDING FELT W �z W � � NOTE <9-ZW w 0 -' ALL STRAPPING TO BE TERMITE SMI \ TRIM TO SELECT w F o, o J 0 SEE DETAIL I/A-6 POR RIM JC)IST INSTALLED A5 PER MANUFACTURES •P.GONG.SLAB W/ sTIZAP DETAIL 2xI2 R.R.•I6•o.G. �w w o z O o�,� SPECIFICATIONS AND NYS CODE — — � o M /2•GDX PLYV4000 SHEATHING > kn I I: axe Iono MNM ro ALION z w U dJ I I MOTH ExISTING SLAB QIn W U / BOTTOM PLA II vearEu VINYL soFF1r Q o w O ..� �OzwO _ _ _ d ALU 11HUM DRIP EDGE LL=N N Q 3 ° H w-wwaQ -1 I I=11 I=11 III �2•Xb•FASCIA o��=o n AGQ SILL PLA _ _ — — a n a. �\ — I/2'SHMET ROCK I 'n'�w N~ m V kn II TERMITE 5HIE l—I I I—I 11—I 1 y ° j� 0 0 _AWN'"_ w _ a LU NOTE- SLAB ON ORAD -III=III I I O D 00 O O n 'Orn 2x12 GJ.•Ib'O.C. SUB FLOOR -1 I I-1 I I a o o ` ALLMIAUIa 6<trTet ?�'�' ' z FLOOR JOIST INSTALLEDPAS PER MANUFACTURES i ° '" HURRICANE ANCHORS MANUPAGTu�v k' o z` z t- INSTALLED I I c� 'COMPACT FILL TO BE SELECTED V J K O z O Z I- . . MIL POLY VAPOR BARRIER ri- A SILL PLA SPECIFICATIONS AND NYS CODE — dONW=GTORS Moues_No.H2SA oR W W T p z� . EXPANSION JOINT BY SIMPSON STRONG-TIE Q S W Q � TERMITE SHIE 16 6a. STRAP TIES MANUFACTURED 4 z APPROVED EauIVALear AT EVERY Q Q m o o o S D STUD PLATE TIES MANUFACTURED BY �,f RAPrER To PLATE GONH�EGTION Barth -2I Barr INSULATION FOUNDATION WALL BY SIMPSON STRONG-TIE CONNECTORS o II IO•P.CONG.FOUNDATION ° s%OTH 2xb STUDS•16•oG. ODEL No. 05I6 OR APPROVED EQUIVALENT. a OR APP OVED G-TIE CONNECTORS MODEL NO. RSP4 WALL ° 2x4 KEYWAY STRAP TO HAVE MIN. 12" BEARING ON THE STUD OR APPROVED EQUIVALENT AT EVERY STUD REBAR 3 3 3 3 AND WRAP UNDER SILL PLATE AT FOUNDATION. TO PLATE CONNECTION /2•cDx PLYWOOD SIEaTIaIN6 2POOTIINS 5eSPRVAD•BELOW TYVLsc HOUSE HdR+P II "x3"Xy2" STL. BEARING PLATE MANUFACTURED ap "x3"A" STL. BEARING PLATE MANUFACTURED ICK BY SIMPSON STRONG-TIE CONNECTORS MODEL No. c BY SIMPSON STRONG-TIE CONNECTORS MODEL No. LBPS21 OR APPROVED EQUIVALENT LBP$I12 OR APPROVED EQUIVALENT o a K• RocK a 4 BASE MOLDING BE 5ELEC11W IGAL g/B°xl2" HOOKED ANCHOR BOLT /e°xl2" HOOKED ANCHOR BOLT Q z - 3'-0" O.G. THERMAL BREAK 3/4•PLYWOOD SUBFLADWR --1 lU F- • 3'-0" O.G. AND 12" FROM CORNERS V tZ - W/-1" MIN.EMBEDMENT INTO CONCRETE AND WALL OPENINGS TYPICAL V OUND TI ON D T I L TJI FJ.• Ib•ot. � LU - WITHIN 6-12" OF EACH END OF PLATE Z 1=OUNI�, T I ON STi� i�fi'I NO DETAIL FOUNDATION STi�i�I NO DETAIL SCALE: 3/4" = 1'-O" M JOIST �u 8-aO RIM JOIST AS BABATT INSULATION a RRIER � W � In SCALE: 3/4" = I'-O" RI SCALE: 3/4" = 1'-0" v/ Qtu 4 0 V WHEN NOT ALIGNED WITH RAFTER, PROVIDE HOLD DOWNS AT QIU Q V CONNECT KING STUDS TO TOP PLATE, ALL CORNERS AND BOTH PROVIDE HOLD DOWNS AT Z V m < SEE ROOF STRAPI=IN6 DETAIL SIDES OF OPENING5 6' ALL CORNERS AND BOTH tU Q WRAP K GALS. 20 6A. COIL STRAP VER TOP OF TOP PLATE 4 NAIL OR GREATER IN WIDTH OR & E OPENINGS b' v O N = OR GREATER IN WIDTH V SHEET ROCK -2I BAT INSULATION 0 0 v ROOF FRAMING 2'xe••1a•oG. v V = Q DOUBLE 2X 5 DOUBLE 2X STU HURRICANE TIES MANUFACTURED BY N SIMPSON STRONG-TIE CONNECTORS MODEL Z W O SIMP50N HDU5-5052. SIMPSON HOU5-SDS2 No. H2.5 OR APPROVED EQUIVALENT AT EVERY lL N N Q Z RAFTER TO BEAM CONNECTION BOTH SIDE ] ° N 1- n LE O O N DEGKIN GRIPPQ 2•x6•STUDS•16.Or, N STUDS DOUBLE TOP PLATE R-2I BATT INSULATION DECK JOIST /2'COX PLYWOOD SHEATHING TYVEK HOUSE WRAP # II s/4•PLYWOOD SIIBFLooR �/ II POST GAP MANUFACTURED BY SIMPSON = Z EADER II it IDIN6 As sErsTM BY owM STRON6-TIE CONNECTORS MODEL No. B052-3/6 OR APPROVED EQUIVALENT INSTALLED PJI F.J.• 16•104. AS PER MANUFACTURES SPECIFICATIONS R-50 BATT INSULATION LU JACK SILL PLATE LH ly STUD ° BEA TERMITE SHEILD t SILL INSULATION Z FULL LENGTH %° THREADED STEEL RO g/e" THREADED STEEL RO I Vl \ JU WALL STUDS SIMPSON HDU5-SDS2. INSTALL X,•=502.ROCK z FRAMED OPENING FOR NEW SIMPSON HDU5-SD52 II 5/6.40 ANCHOR BOLT EXTEIaD A z Q — CEILING A5 1 MIN 12•INTO GONG.SPACED MAX.3'-0' DOUBLE 2X 5TU DOUBLE 2X STU DECORATIVE COLUMN COVER MIK.AND MAx of I2•PROM TtE eau OF —7 — WINDOW OR EXTERIOR DOOR � I PLATE SECTION SIMPSON 14DU5-5052. SIMPSON HOM-SDS2. bxb COLUMN- I NEK 10•MUDE POURED GONGRETE 1 , HOOKED ANCHOR BOLT I 500 P51 "'■yZ MIN. 12" PENETRATIO HOOKED ANCHOR BOLT COLUMN BAS t-4�,,R BAR a 4b•osGvr�t- GAI (� t INTO FOUNDATION ° MIN. 12" PENETRATIO zMAsrlc DAMP PROOFINO LU +�- r— INTO FOUNDATION EXTERIOR OF FOUNDATION AS 7- -4 M4 REBAR Pet 8406 [A _ FIW91I 6860E r(1 l— =1 fij ]<3:_ II ; ; EXPANSION JOINT III=1 I I I(_)1 I V 1 O — TF FF I-� II II 4'CONCRETE SL HB 1 I—I I 1 I O NOTE: I 1 I W/6b I wha t ON 4' M4 REBAR oo J0 t�1 UPLIFT CONNECTION 15 REQUIRED a a II I I i COMPACTED�� TTC DAI•aPROOFIN6 OL � V� t AT EACH END OF THE HEADER AND AT II NO UPLIFT CONNECTORS ° II I I go o� — , BOTTOM OF HEADER STUDS IN ADDITION U I ro EXIST1NN& � 4 H -vRA1HauNG ' O REQUIRED 'CHIS AREA I I I TO CONNECTORS AT WALL STUDS AND ° U v •, � ANr O z_ nn O AT TOP AND BOTTOM OF CRIPPLES. ° P. CONG. SL ° 6RAN11AR MATERIAL m !J- (�/ 3 - xtlC COLUMN BASE MANUFACTURED BY e i a SIMPSON 5TRON6-TIE MODEL I2JM4 sARS VERr1GAL W/6• No. C5066-SDS2 INSTALLED °a BOTTOM LEO - 6 Co. STRAP TIES MANUFACTURED SPECIE AS ONS OR APPROVED ° 12•xs,500 MI CONCRETE(2)04 a_j_o Q BY SIMPSON STRONG-TIE CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS USE SIMPSON Z-MAX OR 1406 CONNECTORS USE SIMPSON Z-MAX OR HD6 CONNECTORS EQUIVALENT HORIZONTAL IN EACH H VIR RGION W MODEL No. 0516 OR APPROVED EQUIVALENT. TO INCREASE CORROSION RESISTANCE TO INCREASE CORROSION RESISTANCE TO INCREASE CORROSION RESISTANCE BARS IN EACH DIRECTION m O STRAP TO HAVE MIN. 12" BEARING ON THE STUD FOR ALL HARDWARE IN CONNECTION FOR ALL HARDWARE IN CONNECTION FOR ALL HARDWARE IN CONNECTION VERIFY P. GONG. CHEEKWALL 24" N O Z Z = AND WRAP UNDER SILL PLATE AT FOUNDATION. W/AGO LUMBER. W/ACO LUMBER. W/ A(= LUMBER. _ QC ,� Q O • Ui�L I 'T CONNECTOR DETAIL �T�'c I L HOLD I701/�lN 17�T�I L COLUMN STi��I��'I NO I7�T�c I L l�I�LL D�T,b'�I L � o I7to z < SCALE: 3/4" = 1'-0" SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" SCALE: 3/4" = I'-O" I = O Q v Q SCALE. 3/4 I O � p N 1 JOIST DETAILS ( 1 ) Load bearing or braced/shear wall 1Y2'round holes may be Plate nail-16d 0.135' x 3/" Y 1 at 12"on-center above(must stack over wall below) Load bearing or braced/shear wall above cut anywhere in web • , Plate nail, 16d(0.135"x 3 YZ'") Plate nail, 16d(0.135 x 3/") Blocking panel:%"TJ'Rim Board, (must stack over wall below when present) R ALLOWABLE HOLES - TJ t® J O IStS outside of hatched zone if at 16"on-center When sheathing thickness exceeds 3/8", 2x stud wall at Floor panel nail- ® the are located 3"away at 16"on-center - 1Y4'or 1Y TimberStrand LSL or No load bearing Y v w Blocking panel: trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2Yz")at 6"on-center TJI''oist. wall above Min.distance from Table A Min.distance from Table B horizontally �.. 1Ye"TJ'Rim Board, 1%"or Web stiffener Blocking panel: (edge-to-edge)from a A R C H I T E C T.. Plate nail-16d(0.135"x 3Y") 1Yz"TimberStrand®LSL or required on both Web stiffeners required on 2x4 minimum Web stiffeners 1Ya"TJ'Rim Board, Do NOT larger hole. at 16"on-center cut or notch flange. TO C H I T EON N ELL TJI®joist sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side 1Ya"or 1Y"TimberStrand®LSL 9 • � _ARCHITECT P.C. Floor panel nail- boundary nails at 63W ONLY or TJI®joist / 8d(0.131"x 2/2")at 6"on-center" 1' ' • 8d(0.131"x 2/2 ) 1Ya"or 1 Y" Rim-to-joist Web Stiffeners required at 4"on-center TimberStrand Y1s" ® Web stiffeners ON El O 0 O s" •• TODD O'CONNELL, AIA each side at A3_W LSL rim board. 61 61 W required on both nail Toe nail-10d(0.131 sides of both joist Lt 2 x D1 D1 Closely grouped round L2 2 x Lz DZ 6� :r6 200 Veterans Memorial Highway 1 ra ri Toe nail, Toe nail, 1y"TJ'Rim Board, When sheathing ends at B4W ONLY cur minimum holes are permitted if minimum No tieldcut o not cut Suite 120 x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") A3.1/A3.1 W only) thickness exceeds 78", 12„ Web stiffeners required DON (applies to all holes the group perimeter holes in holes larger Hauppauge,NY 11788 at 6"on-center at 6"on-center ( Y) ® min. q End ofjoists at natcned meets requirements for hatched 1Ya"or 1)z' TimberStrand LSL. trim sheathing tongue on both sides at 61W cut holes In cantilever except knockouts) q than 1%"In TJI®rim joist at rim board and B2W ONLY of support reinforcement q ( ) zo Web stiffener ( ) of suppor Table A - End Su nes Ort round or square holes. zones cantilever F(631)650-6667 P 631 650-6666 Toe nail-10d 0.131"x 3" pp required on both Must have 13/4"minimum Install prope locking to Blocking panels may be required at s"on-center" P P 9 Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support C 516 658-0325 * sides at Al WON O* joist bearing at ends.Attach O O O O* support all panel edges 62 B2W g P y q B3 B3W with braced/shear walls above or g4 64W pp ( ) Al Al W A2 A2W A3 A3.1 A3.2 A3.3 walls above or below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE -'• rim joist per A3 detail. below-see detail 61 Jolsr TJI° A3.4 A3.4* DEPTH (tr3r,�5rrisr;CF('C)�jf:t�ff .f t,lii *For additional installation specifications see Rim Board Details and Installation in A3.1 tA3.2 tA3.3 *For additional installation specifications see Rim Board W '- 3" a" 5" 5'' 7" e% 11' 13 z" 3' a" 5' sY' �' e/' 11 13 Nail through 2x_cantilever,wood backer and 110 r-o~ r-s" z'-o" 3'-0" 5'-0° r-o" r-s" r-s" 3'-s° a'-s' ;:rrtr:�;r.�rf�(-f'f��,cr A3W O Details and Installation in Weyerhaeuser Installation Guide 1Y8"TJ'Rim Board or 1Ya"or 1Y2"TimberStrand® TJI®joist web with 2 rows 10d 0.148"x 3" I'' Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. Blocking 1 ( ) yy„ z10 1'-0^ ,-s^ z'-s" 3'-0" 5'-s" 1'-0" z'-o" 2'-s• a'-o" 5-0" for Floor and Roof Framing,TJ-9001. LSL.Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 230 1'-6" 2'-0' 2'-6" T-6" 5'-6" 1'-0" 7-0'• T-0" 4'-6" 5'-0' top and bottom flange.Nail to blocking panel with Use 16d(0.135"x 3Y")nails with 3Yz"TJI® 360 r-6" 2'-0" T-0" 4'-0" 6'-0" r-6" 2'-6" 3'-s" 6-0" 5'-6" connections equivalent to floor panel schedule. joist flange widths. 560 1'-6" 2'-6" 3'-6" 5'-0" T-0" 2'-0" 3'-0" 4'-0" 5'-6" s'-0" % 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- ® 110 r-0" r-0" r-6' 2'-0" 2'-6" T-0" 5-6" r-0" r-6" z'-o" 2'-6" 4'-6" 5'-0" 6'-0" / 1Ye"TJ Rim Board 1Ya"or 1%"TimberStrand® 210 r-0" r-6" r-0^ 2'-0" T-0" T-6" 6'-0' r-0" r-6' 2'-6" 3'-0" 5'-0" 6-6" 6'-6" reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/," 230 1'-0" 1'-6" 2'-0" z'-6" 3'-0" 3'6" s'-s" 1'-0" 2'-0" 2'-s" 3-s" 5'-s" s'-s~ 7'-0" 4'-0"length of 8"diameter maximum hole for 11%8'- block.Use 4'-0"length maximum for blockingpanels 92" 1 7 ® one each at top and bottom flange. with one 8d 0.131"x 2Y2') 360 P-6" 2'-0" T-0" T-6" a'-6" 5'-0" T-0" T-6" 2'-6" T-6" 4'-6" 6'-6" 6'-6" T-6- 8" reinforcement 16"dee blocking panels;6"diameter with 9Y"and 118"TJI deep or shorter than 12"long. P 9 P . . 56 L__ 1'-6" z'-s" 3'-0" a'-o" s'-s" s'-o" a'-o" z'-s" 3'-s~ a'-s" s'-s" 7'-0" 7'-s" e'-0" 8"diameter maximum hole for on one side at E2, joists. Do not cut flanges. Attach reinforcement to joist Hall at each corner F1 applies to Web stiffeners 11%"-16"dee blocking panels; maximum for blocking panels 9Yg. 1 with one 8d 0.131"x 2%") 110 1'-0^ 1-0" 1'-0" 1'-0" 1'-s" 2'-0" 3'-0" s'-s" 1'-0" 1'-o" 1'-6" 2'-0" T-s' a'-o" 6'-0" E'-0" P g P both sides at E3 deep or shorter than 12"long. ( Horizontal blocking uniformly 210 r-0" r-0" r-0' r-6" z'-0" 2'-6" 3•-6' s'-o° r-0" r-o' 2'-0" 2'-6" 4'-0" a'-s" 6'-6" 8'-6" Load from above required on both 6"diameter maximum for 1Y8"TJ'Rim Board 1Y4"or 1%" nail at each corner panels between each loaded joists 14" 230 1'-0" 1'-0" 1-0^ 1-6" 2'-s^ 2-6" a'-o" T-o" 1'-0" 1'-0" z'-o" 3'-0" 4'-0" 5'-0~ 7'-0" s'-o" sides at E1 ONLY blockingpanels 9Y2'dee or Do not cut flanges. P P TimberStrand®LSL.Nail with joist.Nail to top plate with • only. 360 r-o" r-o~ r-s" z'-s° 3'-s~ a'-o" 5'-s' s'-o" r-o" r-s" r-s" 4'-o° s'-o" s'-s" s'-o" s'-s" -` shorter than 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4' connections equivalent to Wood D� utt` 560 r-0" r-o" r-0" T-0" a'-s" s-0" 6'-6" 9'-0" r-6" T-0" 4'-0" 5'-0' T-o" T-6' 9'-0~ 10'-0° ��,�• Y,6" Do not cut flanges. lYa"TJ'Rim Board or 1Ya"or 1Yz" each at top and bottom flange. reinforcement on floor panel schedule. backer zo 4e, or��l� 110 1'-0" 1'-0" T-0" T-o" 1'-0" T-0" 2'-0" 3'-0" 5'-0" 1'-0" 1'-0" 1-0" T-6' T-0" 3'-0" 5'-6' T-6" t0'-0" r` r TimberStrand®LSL.Nail with 1od eg tt` Oti�� ag 210 1'-0" 1'-0" 1'-0" 1'-0" T-0" T-6" 2'-6" 3'6" 6'-0" 1'-0" 1'-0" P-0" 2•-0" T-0" 3'-6" 6'-6' E'-0" 11'-0" one side at E5, 12"length of 3/" u�` e� boa 16" z3o r-o^ r-0" r-0" r-0" r-6" r-6" T-0" 4'-0" T-o" r-0" r-o" r-0" T-0" 3'-6" 4'-0„ T-0" 9'-0" 11--0- both (0.131"x 3")nails,one each at Attach reinforcement to both sides at E6 � e� Full depth vertical reinforcement On one side a0i�� `r ,`r�0t 360 1•-0" 1'-0" T-0" 1'-0" 2'-6" 2'-6" 4'-6" 6'-6" 9'-0" 1'-0" 1'-0" 1'-s" 3'-0" 5'-0" 5'-6" 9'-0" 10'-0" 111-61, top and bottom flange. joist web with 3 rows P 560 r-o" r-0^ r-o" r-o° r-s" 3'-0^ 5'-0" 7'-s" 10'-0' r-o^ z'-o" 3'-0° 4'-0" s'-s° 7'-0^ 10'-0" 11'-0" 1r-o" at ET both sides at E8 F1 �e ' 10d(0.148 x 3)nails at 6 blocking between .; %" , " , " 4,. Attach reinforcement each a" s" T• e" 10" 12^ 1a/a ,6/a a" s" T• e" 10•' 1r• 1a/a 1s/a I.O • on-center,clinched.Use 2 1 Less than 5" 2x4 minimum 0 E7 E8 360 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 5'-6" 9'6" 1'-0" T-0" 4'-6" 6'-0~ 10'-0" 11'-0"�IA \I l to joist flange with 'L' tt` rows with 9%"and 11%8' Less than 5" 1s' squash blocks 0" 8d(0.131"x ZYz")nails at 6" a'� TJI®joists. * sso r-o" r-o° r-o" r-o" 4'-6" T-o° 10'-6^ r-o° 5'-0" s'-s° a'-o^ 1r-0° 1r-0" � lYe"TJ'Rim Board or 2', �R` O O Gap • WEB STIFFENER ATTACHMENT iso r-o" r-o° r-o" r-o" z'-o" a'-o° T-o' 10-0' 1'-0" r-s" 3'-0" a'-s" a'-o° 1r s" 15'-0" N on-center.When reinforcing E5 E6 / 20" CS Use 2x4 minimum squash blocks to 1Ya"or 1%"TimberStrand®LSL. Face grain ari Ya minimum 560 r-o" r-0" r-o" r-o° r-o~ a's" s'-s" 1r-0° r-0^ T-6' 6-0" T-0" R` both sides,stagger nails. 3 O transfer load around T"II®joist O Nail with 10d(0.131"x 3") O CE horizontal E4 Not for use with 31/2"TJl® joist flan a widths 1 2/4"maximum E2 3 7 g ® Table B - Intermediate or Cantilever Support # nails,one each at top and0Y2"for TJI Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Z bottom flange. EXTERIOR DECK ATTACHMENT Option#1: 560,560D) See table below. < Apply subfloor TJI®joist blocking with end JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Structural exterior sheathing pp y blocks installed at Y3 joist-span Web stiffener both sides. DEPTH 2 3" 4" 5" 11 T• a7/," 11" 13" 2" 3" 4" 5" 6Y," 7" s+/" 11" 13'• adhesive to all See table below. *With point load from above,and no support Flush bearing plate required. Flashing locations using 110 2'-0" 2'-s• T-s" a'-s" T-6" r-6" 2'-6" 3'-s" 5'-6" 6'-6" Z (() Hanger height must ® contact surfaces * below,install web stiffener tight to top flange Double TJI Joist Filler Block: Hanger Backer Block:Install tight Maximum Ya"overhang two 8d(0.113"x212") Tight fit 210 z'-o" 2•-s" 3'-6" 5'-0" s'-o" z'-o" 3'-0" a'-o' s'-s" 7'-s" O be a minimum of 60% 9 (gap at bottom flange) sy" l of joist depth Attach per the table.Clinch to top flange(tight to bottom permitted at beam. Treated 2x_ nails or 230 z'-s" 3'-0" 4'-0" s'-s" e'-s" z'-o" 3'-s" a'-s~ s'-s" 7'-s" V Z nails when possible. flange with face mount hangers). ap 1 .. Nailing Requirements 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" T-0" 4'-6" 5'-6" T-6" 8'-0' p 9ledger ti5Q 2/2 screws, ® Depth Minimum Web Clinch nails when possible. typical TJI Joist Series in. Stiffener Size Type Number Nails 560 3'-s" 5'-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6•' 6'-6" a'-o" 9'-0" See fastener ® X31 �• tYP ( ) YP 1Y"TJ Rim Board or 1Y" �� End Intermediate 110 r-o" r-o~ r-s" r-s" 4'-0" a'-s^ s•-s^ r-o° r-s^ z'-s° a'-o" r-o" T-0^ s'-s" o a table below.Maintain ® "y 5 s 210 T-0" T-0" 2'-0" T-0" 4'-6" 5'-0" 9'-0" 1'-0" 2'-0" T-0" 4'-6" a'-0" 9'-0" 10'-0" w 0 W I_: O or 1Y2"TimberStrand LSL. 110 All /a x 2 16"") ,„ m tL 2"distance(minimum)from 210 All 3/4"x 2516"(1) 8d ,1/s 230 T-0" 2'-0" 2'-6" T-6" 5'-0" 5'-6" 10'-0' 1'-0" 2'-6" T-6" 5'-0" E'-6" 9'-0" 10'-6" O Q 2_Z N 0. TO mount g g 7 „ 5 (t) (0.113"X 2Y") 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'4" Q w 0-tu o 12 tK o P edge of ledger to fastener. 230&360 All 8 x 2/6" 3 3 560 r-6" 3'-0" a•-6" 5'-6" 8'-0" a'-6" 12'-0" T-0" 4'-6" 6'-0" a'-0" 19-6" 11'-0' 12'-0" hanger .• � Option#2: �_ 1'� � � Fastener Allowable Load(') lbs/bolt 2x_strapping installed at Y3 110 r-0" r-o" r-0" r-0" 2'-0" z'-6" a'-6" s'-6" r-0" r-0" r-0" z'-6" 5'-0" 6'-0' 9'-0" 12'-0" a Jul O-= Z w ( ) PP 9 16d w tL In V Uw 2 o tY O 21 '-0" '-0" '-o" '-0" '-6" 3'-0" '-6" '-6" '-6" '-0" '-0" 0'-0" 560 All 2X4 1 1 1 1 2 5 9 1'-0" 1'-0" 2'-0" 3 6 7 1 13'-0" OC�O •• Face mount Backer block YZ'Through bolt joist-span locations using two (0.135"x 312") 14•' 230 1'-0" 1'-0" T-0" 7-W T-6" a'-0' 6'-0" 10'-6" T-0" 1'-0" 2'-6" a'-0" 6'-6" T-6" 11'-0" 13'-6" 0.m O J-t Q both sides of web Rim Board Material Yz"lag bolt Y2'Through bolt with Air S ace 2%2'screws per joist,typical kn t H V w i hanger ® 18" 4 4 360 1'-0" 1•-0" 2'-0" T-6" 5'-6" 6•-0" 8'-6" 12'-6" T-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" F Z with single TJ Ie joist I%"TJ Rim Board() 480 695 16d Z y V N Q z tL P N 1 4'TimberStrand LSL 610 725 615(4> 20" kz) 5 5 560 1'-0" 1'-0" 1'-6" T-6" 5'-6" 6'-6" 9'-6" 13'-6" 1'-0" T-0" 5•-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" Option#3: 560D 2x4 w N Q Web stiffeners required if sides of 1 YZ'TimberStrand®LSL s7s 725 Directly applied ceiling 22"t3i (0.135"x 312') 6 11 110 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1•-0" 2'-6•' 5'-0" E'-6" 1'-0" 1'-0" 1•-0" 1'-0" S-6" 4-6" 8'-6" 11'-6„ 15'-0" N U i t�O Z m O H1 hanger do not laterally support at HZ With top mount hangers,backer block required only H3 24"tat 6 13 210 r-o" r-o" r-0° r-o" r-o^ r-0° 3'-s" s-o~ 10'-0" r-o" r-o° r-o" r-s" a'-s~ 5'-6° 10'-0" 12'-6" 1s'-0" O 0&a I-k'a'060 3 „ ®• for downward loads exceeding 250 lbs or for uplift (1)Corrosion-resistant fasteners required for wet-service applications. P61 When specified on the layout, one of W 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'-0" 13'-6" 16'-0" -H= LU Z l 3�Z v O least/a of TJI joist top flange O _ O LA (2)Allowable load determined in accordance with ASTM D7672. p y (1)PS1 or PS2 sheathing,face grain vertical 360 r-0" r-o" r-o" r-0" T-0' 4'-0" 6'-6" 10'-0. 13'-0" r-0" r-0" 2'-0' 4'-0" T-6" 8'-6" 13'-0" 14'-6" n'-0" a w- o O o W V conditions.For nailing requirements see page 5,TJ O the bracin o ion bove IS re uired O „ „ w=: m v w-t(� _ 9001 Weyerhaeuser I f Of and O (3)1)a TJ Rim Board is allowed with joist depths-s-1 6only. g pt s a 9 (2)Construction grade or better 560 1'-0" 1'-0" 1'-0 1-0 2-6 3-6 7-0 l l-0 15-0 1-0 1-0 3-6 5-6 9'-0" 10'-0" 14'-0" 16'-0" 18-0" S Q H O m D O y installation Guide for Flo a (4)Maximum Y2'shimmed air space. (3)Web stiffeners are always required for 22"and 24"TJI®560D Joists o�}'_ ~D= V ~ Roof Framing,TJ-9001. ' • •• z • •• w z_<150 F a" s" 7^ e^ 1a" 12^ to/a' 1s/a a" s^ T' a^ 10" ,r 1a/a' ys/a Q��Q�FZ�o BEAM DETAILS FASTENING of FLOOR PANELS 360 1'-0" -n' -6" T-O" 6'-0' -0" 1a'-0" -0" a' 6'-s" -0" 1a'-0•' 16' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 1E., 560 1'-0•' 1'-0" 1'-0' 2'-0" 6'-0" 10'-0" 15'-0" 1'-0" 6'-0' 6'-6" 11'-0" 16'-6" 16'-0" 19'-6" w w L,Z O o'4 m IL TJI®l1)tz) Rim Board 1a/4. TJI®Joists 110 210 230 or 360 360 560 560D 20„ 360 1'-0" 1'-0" 1'-0" 1'-o" T-0" 6'-0" 11'-0" 15'-0~ 1'-0" t'-6" 4'-0" 7'-0" t2'-6-116'-6-119--o- 20'-0" 9-1s) WT w l' Z,h N v BEARING FOR DOOR 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 11•-6" 15'-6„ 1'-0" T-0" 6'-0" 6'-6" 14'-0" 17'6' 19'-0" 20'-0" - N Q �� BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1Ya"TJ TimberStrand®LSL TimberStrand®LSL Microllam® Parallam® 1 1 1 H V N BEARING AT WALL and 230 560 Rim Board 1Ya" 1Y2' or wider LVL PSL Depth 9Y2"41/a 14"-16" 9Yz"-11/s 14"-16" 98"_11/' 14"-16" 18"-20" 117/e" 14"-16" 18"-20 22"-24" Rectangular holes based on measurement of longest side. V m Op ZO Z w OR WINDOW HEADER CONNECTION CONCRETE WALL • Leave Ys"of web(minimum)at top and bottom of hole.DO NOT cut Joist flanges. E d1_� a t - 1 J Rim Board Or Strap per Code If t0 late 8d(0.113"x 2Y2"),8d(0.131"x 2Yi') 4" 3" 6" 4" 3" 3" 4" 4" Filler Block(1) 2x6+%e' 2x8+%" 2x6+Y2' 2x8+Yj' 2x12+Y2' Two Two Two Four 3/4'x 15" • Tables are based on uniform load tables in current design literature. U _w N tu W Q N 1 �� ® 2x6 2x8 9 U w H V /a T P p p P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 sheathing ¢ - _ • 10d(0.148"x 3"),12d(0.148"x 3Ya'") 4"13) 4"i1) 6" 4" 3" 3" 5" 4" • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located �U>w�O tL a t- 1Y4"or 1 Y2"TimberStrand' Is not continuous over s „ 3 „ kn tL it w to w LSL or blocking for lateral header 16d(0.162"x 3Y2') 6" 6" 16"l<I 6"(sl 6"(s) 6"(6) 8'Yal 6" Cantilever Filler 2x6 2x10 2x6+/s 2x10+/8 2x6+Y2 2x10+Yz" Not at the center of the joist span provided that no other holes occur In the joist. t N 'L Q In F F tL 3 , • (Detail E4) 4'-0"long 6'-0"long sheathing sheathing sheathing sheathing applicable Not applicable V O Q J N V O z In support (1)Stagger nails when using 4"on-center spacing and maintain/e joist and panel edge distance.One row of fasteners is permitted(two at abutting 4'-0"long 6'-0"long 4'-0"long 16'-0"1 F N Q z o panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 111 ALLOWABLE HOLES - Headers and Beams x V J 13 a� =O t Strap per Code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ s „ a „ 7 „ , „ a . Z Lu plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least++/z'and staggered. (Detail F1 /e or/a /a or/ /s or 1"Net 2x6 2x8 2x12 Two/ x 15" ® Ziu e H2) sheathing 1.55E TimberStrand LSL Headers and Beams Q Q==Q w-Q over column (3)With 10d(0.148"x 1%")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 2 x diameter of the w w o=Q _F 0 Top mount 4 Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1Y4"(to minimizes splitting). Filler 16d(0.135"x 3Yz) largest hole minimum Q Q t N O O V Q hanger ( ) P g P 9)• Nail Size i0d(0.128"x 3") g (minimum) 9 (5)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1Y4'(to minimize splitting). Backer 10d(0.128"x 3") Protect untreated Y 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 1Ya"(to minimize splitting). Filler 15 one side 15 each side 25 each side hanger wood from direct ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Quantl tzl15 contact with recommendations listed above. tY Backer 15 15 15 concrete ■Maximum nail spacing for TJI®joists is 18"on-center. o L1 L2 L3 See current Weyerhaeuser L4 ■14 a.staples may be substituted for 8d 0.113"x 2Y2')nails if minimum penetration of 1"into the TJle joist or rim board is achieved. (1)If necessary,increase filler and backer block height forface mount hangers and maintain Ya"gap at top ofjoist;see detail W.Filler and backer block 9 P Y ( P 1 dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). 0 0 0 0 0 1.55 E TimberStrand®LSL O O literature for framing connectors ■To minimizesplitting,maintain ed a distance and rows akin of 23�x nail diameter or 8",whichever is greater. 2 Clinch nails when possible. 9 spacing ( ) ■Nailing rows must be offset at least Yz"and staggered. Header or Beam Maximum Round ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor Depth Hole Size 9Y4'-9Y2' 3" Z 10-1 and Roof Framing, TJ-9001. 8„ 8„ t a W F- Multiple-Member Connections for Top-Loaded Beams Joists must be laterally supported at „Ya"-11 �" 3/e' Fastener Installation Requirements O cantilever and end bearings by blocking 14"-16" 4%" V V W Piece #of TJI®joist floor framing does El panels,hangers,or direct attachment to General Notes See illustration for allowed hole zone Fastener Width Plies (1) not require bridging or a rim board or rim joist. tL V Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both q g g • Allowed hole zone suitable for headers and beams with uniform and/or concentrated loads anywhere along the member. (X sides,stagger fasteners on the second Round holes only 10d nails 3" 3t4 gg mid-span blocking • No holes in headers or beams in lank orientation. Z BEARING AT tLI 12" side so they fall halfway between Q COLUMN 2 12d-16d nails 3 Y4" 2(z) One side fasteners on the first side. P Screws 3%"or 3Yz" 2 24" H2 W V 10d nails 3" T2) Al Z Other Trus Joist® Headers and Beams v Q Q 12" Both sides Rim board joint ® _1 (p 12d-16d nails 3Ya" 2k� DO NOT bevel cut joist between joists Microllam LVL B W Q W EZ 1 DO NOT overhang Seat Cuts 1.3E TimberStrand® and Parallam®PSL = 3 3 3 beyond inside face of wall. on beams be and the inside LSL hole zone hole zone 2 x diameter of the v V 1/a" 3/a'or 3Y2' Both sides � Y Y3 depth � Screws 5' 2 24' One side Load must be applied evenly across 3• largest hole minimum Q V face of support member. ( ) O p[ entire beam width.Otherwise,use DO NOT cut notch or drill V V Q Verify column capacity 10d nails(3J 3" 3(z) connections for side-loaded beams. holes In headers or beams to a l�1 and beam bearing 12" One side L5 length.See current 4 12d-16d nails(') 3Y" 2(2) (P ply) d except o Indicatede Z W O " o o illustrations and tables. tL- to to 1Z Z Weyerhaeuser literature. 5"or 6" Both sides Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3q" One side L6 form a header or beam of the required size,up to a TJI'rim joist Microllam® LVL and Other Trus Joist®Beams N ry N N N 5"or 6" Both sides maximum width of 7" 1Y"TJ'Rim Board or Parallam'PSL Header or Beam Maximum Round � � Screws 2 24" L3 1%"or 1 12"TimberStrand'LSL. allowed hole zone Depth Hole size (�Oj 5 Q 312" 2 6%" FO ne side O middle Y3 span 4%e' 1" to ' Q Q YZ'bolts 8" 2 24" - (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,USP WS,or TrussLOK' B1 L1 14 d 1.3E TimberStrand® LSL allowed hole zone d 7Ya"-20" 2" COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62 • Allowed hole zone suitable for headers and beams with uniform loads only. BEAM ON • Round holes only COLUMN CAP NAILING AT BEARING (FLOOR) L5 B3 No holes in headNo holes in ers or beams in lank orientation. TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist 118"TJ'Rim Board or (Load bearing wall above) P �I J Joist may be shifted up o to if Use di Or B2 rat i 1Ya"or 1 Yz"TmberStrand'LSL. One 10d(0.128"x 3") O WARimING 11 ' nail into each flange floor panel edge is supported B4 intermediate bearings LU One 8d(0.113"x 2�") and span rating is not exceeded. with load bearing or Joists are unstable until braced laterally l \ Z m nail each side.Drive Do not cut joist flanges. v nails at an angle at braced/shear wall Bracing Includes: Plumbing Drop P1 least 1y"from end. from above • Blocking • Sheathing • Strut Lines End of joists • Hangers at centerline 9 Rim Board • Rim Joist J__/3Yz"minimum COLUMN BASE Also see detail 82 of support 13/4"minimt.m end bearing intermediate bearing �j ' single-family applications 5Y4"may be required IU V Z for maximum H1 "- Shear transfer:Connections equivalent capacity o Otu to floor panel nailing schedule o I _,,^^Z Rim to TJI®Joist ° DO NOT walk on joists DO NOT walk on joists DO NOT stack(building \/ V 1 iO ••.ti' IV'TJ'Rim Board, ® TJI'560 rim joist:Toe ° ° until braced. that are lying flat. materials on unsheathed f-�n 1/ or 1 Y"TimberStrand LSL. Additional joist is required if INJURY MAY RESULT. joists.Stack only over or TJI'110 rim joist: nail with one10d each "x 3") floor panel edge is unsupported L4 ° 1JL nails,one each side of ,• WARNING NOTES: beams or walls. P2 One 10d(0.131"x 3")nail into ®. . ® or if span rating is exceeded. . 'a • • O Exterior Deck TJI joist flange TJI 560 LA DO NOT use sawn Lack of proper bracing during construction can result in serious O each flange O Attachment lumber for rim accidents.Observe the following guidelines: O ® floor joist Structural TJI 210,230,and 360 rim joist: a , board or blocking, 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. ELEVATED ( 2) ° as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be (� ■ COLUMN BASE I I each flange. •Subfloor adhesive will improve floor performance,but o after installation. accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 3 With de the>16",use TJI 360 rim joist. 1/a"minimum bearing P J may not be required. o Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each joist. v Top View o Safe bracing 1x4 engineered lumber. Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a worker or Locate rim board joint between joists. Safety 9( 9� •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at 8'on-center(6' one layer of unnailed sheathing. O BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62).Packing out the web from direct contact with See ALLOWABLE on-center for TJI'110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system.. l� of a TJI'joist(with web stiffeners)is not a substitute concrete 1�"knockouts 0 H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. OL LU for squash blocks or blocking panels. at approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. 1Ya"TJ'Rim Board or q 9 P PP Y j 1Ya"or 1 Y"TimberStrand'LSL. 12"on-center two 8d(0.113"x 2Y2")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint andlfor coating on this • •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California Q partitions,space joists apart the width of the wall for to cause cancer.For more information on Proposition 65,visit wy.com/inform. Optional plumbing or HVAC. ® Bearing plate to be P3 non-shrink flush with inside face SUSTAINABLE Q Ila Drive nails at an See framing plan(if applicable)or of wall or beam (V Lp grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). IN q J&Weyerhaeuser,Microllam, Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, and RoofFraming,, TJ-9000.For minimum A/ WeyerhaeuserOCardfled9 Weyerhaeuser NR. © 2020 Weyerhaeuser NR Company. All rights reserved. i Z splitting of plate g Sourcing O Z 1)z"minimum from end end and intermediate bearing lengths. At wgahwou ;,{ I to waaoor May 2020 Reorder TJ-4015 (�/ Q Z O W This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. m 000) CONTINUOUS BEAD FSEALANT1 t,ARCH1.TECTS TODD 0 CONNELL H ITECT P.C. MANUFACTURED THIN-PROFILE AIR SPACE 'H_�%�C ---EXISTING ATTIC, VENTILATION BAFFLE ATTIC INSUL SPA kz� / FLOOR ASSEMBLY (FULL W10TH Y2" RIGID TODD O'CONNELL, AIA INSULATION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 Veterans Memorial Highway NTINUOUS MINIMAL PTIONAL Suite 120 EUEvaTION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA Hau ppauge,NY 11788 EXPANDING FOAM AT >; CAVITY INSULATION WINDOW PERIMETER XPANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE INSTALLED THE PERIMETER OF LOOSELY I � IN THE BUILDING ENVELOPE P(631)650-6666 SECTION GUT RI61D INSULATION NTINUOU5 BEAD GENERAL REQUIREMENTS THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(631}650-6667 EILIN6 GYPSUM BOARD j OF SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL C(516)658-0325 AS AIR BARRIER R161D INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE ° EXISTING BAND JOIST INSULATION ' SEALED �,� �I ,. �.�����.�.�. �..�� NTINUOUS BEAD RETROFIT WITH 1 1/2•RIGID INSULATION XTERIOR INSULATED INDOW UNIT AS OF SEALANT KA-L THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT AIR BARRIERNTINUOUS BEAD q-00300 5cale=3/4• ■ I'-0• GEILINC� / ATTIC, SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT OF SEALANTTHIN-PROFILE ATTIC EAVE BAFFLE AND VENT ACCESS OPENING0AP5 IN THE AIR S DROPER P DOWNLS BE OR KNEE SEALED SHALL BE ALIGNED WITH THE AIR BARRIER CONTINUOUS MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES EXPANDING FOAM AT ONTINUOUS MINIMAL 5-01004 Scale=s/4• = 1'-0' SHALL BE SEALED WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME / BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE CONTINUOUS BEAD " GY"-� BOARD ANUFAGTURED RECESSED LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RESISTANCE �: -OPSEALANT X4 BLOCKING IDR WALLS TO BE SEALED ENCLOSURE EXTERIOR OF R-5 PER INCH MINIMUM L TE f ATTIC, INSULATION EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED IfI NTINUOUS BEAD EILIN6 JOISTS KNEE WALLS SHALL BE SEALED WALLS SHALL BE INSTALLED IN SUBSTANTIAL CONTACT I' OF ADHESIVE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER r. NTINUOUS BEAD INDOW UNIT AS — - - „ OF SEALANT AIR BARRIER NSULATED EXTERIOR WINDOWS, SKYLIGHTS, AND DOORS THE SPACE BETWEEN WINDOW/DOOR JAMBS AND KA L FRAMING, AND SKYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL XTERIOR WALL SEALED m EXPANDING FOAM AT SHEATHIN& ANDING FOAM SEALANT WINDOW PERIMETER tAT PERIMETER 2-STUD CORNER WITH Ix4 BACKER NTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT CONTINUOUS BEAD RYWALL GEILIN6 FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED Z O F SEALANT 5-00006 Scale=s/4• ■ I'-0• GESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES S THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE < OF 5UBFLOOR DECKING OR FLOOR FRAMING CAVITY Q CANTILEVERED FLOORS) EXPOSED EDGE OF INSULATION J — NTIN000S BEAD I NTINUOUS BEAD INSULATION SHALL BE PERMITTED TO BE IN CONTACT WITH --1 OF ADHESIVE THE TOP SIDE OF SHEATHING, OR CONTINUOUS INSULATION ° OF SEALANT I I NRSeaurlsArRLIelmrlso+Arnc INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND O NTINUOUS BEAD \------CONTINUOUS SILL SEALER i OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL V Z -FULL WIDTH OF MUDSILL NTINUOUS BEAD 542041 scale= 514" - 1'-0• PERIMETER FLOOR FRAMING MEMBERS OF ADHESIVE OUNDATION WALL NTINUOUS BEAD CRAWL SPACE WALLS EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, a AS AIR BARRIER OF SEALANT BE COVERED WITH A GLASS I VAPOR RETARDER INSULATION SHALL BE PERMANENTLY ATTACHED TO THE m w,w_j w 0 o WITH OVERLAPPING JOINTS TAPED CRAWL SPAGE WALLS w o t 9 0 0 ° -CONCRETE SLAB AS w w o AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE Q O �_ w PENETRATIONS x e --FLOOR ASSEMBLY LOCKING AS REQUIRED UNCONDITIONED SPACE TO BE SEALED N� Q W W ° SHAFTS OPENING TO EXTERIOR OR a°-F 0 CONTINUOUS BEAD YPSUM BOARD BOX BATTS IN NARROW CAVITIES SHALL BE GUT TO FIT OR z x x O m ° n n ONTINUOUS BEAD ENCLOSURE NARROW CAVITIES w w w m z O F w F o n F SEALANT OF SEALANT NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT F o o ° ATTIC, INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE3 w z 0 0LU CAVITY SPACE p z x= u w win 0 ° NTINUOUS BEAD ILIN6 JOISTS] w < g 3 z W TGEV GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED w= x m O w O F' QNFUQ�F- O I OF SEALANT SPACE o w o z a F p V H NTERIOR 6YMSUM WALLBOARD AS BARRIER RECESSED LIGHT FIXTURES INSTALLED IN THE REGE55ED LIGHT FIXTURES INSTALLED IN THE F Z O 3' 3. REGE55ED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE SEALED Q-2 w 0 0 v O j v} NL wwOz�00 1-- CONCEPTUAL AIR SEAL I NO 5TRATEOY // CONCEPTUAL AIR SEAL I NO 5TRATEOY // CONCEMAL.AIR SEALING STRATEGY TO THE DRYWALL AIR TIGHT AND IG RATED z-Oj T a F z I L v LOWER WALL SECTION UPPER WALL SECTION AT UPPER FLOOR BAND JOIST O v a O N 0 F w PLUMBING AND WIRING BATT INSULATION SHALL BE OUT NEATLY TO FIT Q O- w O O a ` AROUND WIRINO AND FLUMBINO IN EXTERIOR v'�"w o O�Nil- -oil a s-0201►Scale=3/4 = I'-0' XPANDIN6 FOAM SEALANT WALLS, OR INSULATION THAT ON INSTALLATION '� w�'w w Q ° 3 5-02002 Scale:3/41' = 1'-O" Sca l e:3/4" = I I-O�I AT PERIMETER READILY CONFORMS TO AVAILABLE SPACE SHALL v v w w v m 5-02003 -CONTINUOUS BEAD OF '�0" SEALANT EXTEND BEHIND PIPING AND WIRING w 1-- Ta m F 'w RYWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALL5w m 13 O " GYPSUM BOARD 5HOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO SHOWERS AND ?F F a �' 2) LAYERS 2" RI61D INSULATION CESSED LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL s 0 w Om( x z y N w TUBS SHALL BE INSULATED AR SEPATE THEM FROM THE SHOWERS AND TUBS I' F INSTALL I" RI61D INSULATION INSTALLED DURING FRAMING Q''R w Q w GUT TO FIT BETWEEN THE ELECTRICAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND w w �Z Q z RAFTERS FROM SEAL BOTH AIR5EWNS AT FM " IN ATM, EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR Q Q I" R161D INSULATION SIDES ALONO RAFTER WITH ROUGH GUT AROUND EXPANDING FOAM SEALANT. AIR-SEAL BOXES SHALL BE INSTALLED VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE 5.02040 Scale`s/4" ■ 1'"0' HVAC REGISTER HVAC REGISTER BOOTS THAT PENETRATE BUILDING 3 K � 3 3 -AIR SEAL PERIMETER VENTILATION CHUTE FOR LENGTH OF RIGID INSULATIO NSULATED EXTERIOR WITH EXPANDING ATTIC INSULATION KOLL BOOTS 5UBFLOOR OR DRYWALL LL BE SEALED TO THE FOAM SE=ALANT _. XTERIOR WALL INSTALL I" RI61D INSULATION SFfEATHIN6 WHEN REQUIRED TO BE SEALED, CONGEALED FIRE d CONGEALED SPRINKLERS SPRINKLERS SHALL ONLY BE SEALED IN A MANNER --� VERTICALLY TO CONNECT / a INSULATING SHEATHING TO RIGID r 3-STw coRNER KTH wGID INStLATION THAT IS RECOMMENDED BY THE MANUFACTURER. z 15 INSULATION BAFFLE. '-7� CAULKING OR OTHER ADHESIVE SEALANTS SHALL W J Z FOAM SEAL BOTH JOIN 5-00007 scale,3/4' = 1'-0• NOT BE USED TO FILL VOIDS BETWEEN FIRE V W SPRINKLER COVER PLATES AND WALL5 OR NTINUOU5 BEAD ` CEILINGS Ztu OF SEALANT V " RIOID INSULATION ; NTINUOUS BEAD W OF SEALANT O XTERIOR INSULATED I " RI61D INSULATION W KA.LL OVIDE BLOGKIN6 AT WXATERIOR INSULATED STUD C VIS AATSIHOWER Z O < AT EXTERIUa Q NTINUO05 BEAD OF INSTALL IN OR SHEATHING MATERIALS R-VALUES V V N = EA1=0 D INSULATION AS ATTIC,EAVE BAFFLE CUT I'EXTERIOR INs"noN SHEATHINGAS 5E ANT PRIOR TO INSTALLATION OF Q 0 MANUl'ok-M IED VENT ATTIC SAVE BAFFLE AND VENT PREFAB FIREPLACE UNIT UJ t-: P O 5-0I006 Scales/4• • 1-0• s-oloos11eis/4• • 1'-0• ff EMENT BAGKERBOARD MATERIAL R-VALUE = 4 4 TUB SURROUND FINISH FAB TUB UNIT z wV O TILE SURROUND FINISH FIREPLACE IL N N P A Z EMENT BAGKERBOARD UNIT `� BUILDING BOARD INSTALL I" RI61D INSULATION I PROVIDE BLOCKING AT I BEYOND UND GYPSUM WALL BOARD 0/2") IN Vi N Vi AT BOTH HORIZONTAL AND INSULATED ii " 0.45 p g r N t DRAINAGE PLA VERTICAL POSITIONS NSULATED EXTERIOR I EXTERIOR STUD CAVITY AT TUB I " A_EAVE�"GAP FOR ExPANDING FoArHI STUD WALL STUD WALL AT EXTERIOR WALL I NTINUOUS BEAD GYPSUM WALL BOARD (s/a") 0.5625 la�jl m O O Q Q I THIN PROFILE WALL SHEATHING I OF SEALANT O O - INSTALL EXPANDING FOAM I PLYWOOD d2") 0.62 SEALANT AT INTENTIONAL 6AP5 I INSULATED EXTERIOR THIN PROFILE WAL AT IN RIGID INSULATIO ASISTINFLOOR STUD WALL I SHEATHING PLYWOOD (3/4") 0. 14SEMBLY ry # CONTINUOUS BEAD OF !K �j NTINUOUS BE BE CAVITY INSULATION I I I p[ -CONTINUOUS BEAD OF I OF SEALANT MINIMUM �" DRIP I r 1 SELANT 9 SIDING I" RI61D INSULATIO ( " .., j F. SHOWER — PANALUMINUM/ VINYL SIDING (NOT INSULATED) 0.61 SOFFIT CLOSU XPANDIN6 FOAM -EXPANDINO FOAM --WOOD FLOOR ASSEMBLY-- ALUMINUM/ VINYL SIDING 0/:2" INSULATION) I.80 tu v ASSEMBLY FRAME FLOOR ILI i D ly FRAME FLOORING V � `1 , 1 FLOOR ASSEMBLY Z ^ INaLATED CANTILEVER FLOOR// •° °� HARDWOOD FLOORING (3/4") 0.68 CAVITY INSULATION WITH I•RIGID INSULATION CLOSURE J�1 5-0IOIq Scale=3/4" ■ I'-0' TILE 0.05 AIR SEALING BEHIND SHONER WITH AIR SEALING AT PLATFORM FOR MANUFACTURED AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING FIREPLACE ASSEMBLY THIN-PROFILE SHEATHING/i SECTION CARPET WITH FIBER PAD 2.08 l.0 r �ATTIG INSULATION 5-01007 5cale=3/4' = I'-0' s-01012 54,01e=3/4" ■ 1'-0• 5-01ooq scale=5/4• = I'-0' CARPET WITH RUBBER PAD1.23 � W �-- i� -t11Z EILIN6 FRAMIN6 O < LOOR GRILLE AIR SPACE 0'2" UP TO 4") 1.00 ('� ,^ " RI61D ATTIC, ACCESS TOSHEATH INTERIOR OF FLOOR DUCT BOOT lu INSULATION +I" OF INSULATION SEALAN BEAD OF GTRIGAL WIRE () V I i—� W ROOFING ,,nn z LEVEL pLUMBIN6 PI B FLOOR TOP PLATE V AGGEs5 PANEL I I I I I I I I I I I I I I (� ASPHALT SH I NOLE5 0.44 n RAW ACCESS PANEL TOP PLA l- 5NU6 WITH PERIMETER INSULATED FLEXIBLE DUCT XPANDIN6 FOAM WOOD SHINGLES O,q� i� N I� � SCREWS EXPANDING FOAM TIE AT INNER LINER SEALANT _ f n TRIM A5 REQUIRED SEALANT ASTIG AT INNER LINER L STUD O v I < TIE AT OUTER LINER DOORS IN15H GEILIN6 HALL `-'TU 0— (O/ LU 7- WOOD, SOLID GORE (1 3/4") 2.1-7 3 INSULATED METAL DOOR (2") 15.00 AIR SEALING AT ATTIC HATCH//FINISH SCREW5 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAM_AT DUCT BOOT AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION s-02022 Scale=3/4" ■ I'-0' 5-01023 Scale 3/4' ■ I'-0' s-01033 Scale=3/4' = 1'-0' 5-01024 Scale=3/4" ■ I'-0' �� w POURED CONCRETE PERI O.OS n a] a m p z a 4 0 O z tuQ TABLE R(502.3(5) SIZE, HEIGHT AND SPACING OF WOOD STUDS Q TABLE R602.3(I) TABLE R6023(l) BEARING WALLS NON-BEARING WALLS FASTENING SCHEDULE FASTENING SCHEDULE CONTINUED MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN -� E NUMBER AND TYPE SPACING OF FASTENERS WHEN SUPPORTING A SUPPORTING ONE FLOOR SUPPORTING TWO FLOORS, MAXIMUM SPACING WHEN LATERALLY LATERALLY ARCHITECTS ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER NUMBER AND TYPE SPACING AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apc STUD SIZE LATERALLY INTERMEDIATE TERMEDIATE UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-CEILING PLUS A ROOF-CEILING SUPPORTING TWO UNSUPPORTED UNSUPPORTED r TODD O CONNELL ROOF SUPPORT5 (INCHES) SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT ARCH ITE CT P.C. (INCHES) I (INCHES) HEIGHT (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE HEIGHT >a (INCHES) g (FEET) ,a (FEET) 4-8d BOX(2 �"X0.113")OR WOOD 5TRUCTURAL PANELS,5UBFLOOR,ROOF AND INTERIOR WALL 5HEATH ING TO FRAMING AND PARTICLE BOARD WALL ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC ASSEMBLY (INCHES) " BLOCKING BETWEEN CEILING JOISTS OR RAFTERS 3-8d COMMON(2 Y2 X0.131 );OR I TO TOP PLATE 3-IOd BOX(2 Y2"X0.128");OR TOE NAIL SHEATHING TO FRAMING[SEE TABLE R602.5(5)FOR WOOD STRUCTURAL PANEL EXTERIOR HALL SHEATHING TO WALL FRAMING] TODD O'CONNELL, AIA ba COMMON 2"X0.113" NAIL 5UBFLOOR,WALL 3-3"X0.131"NAILS 30 s/e" -Ys" 8d COMMON(2 Ys"X0.131")NAIL(roof);or lR5RS-OI 6 12f 1200 Veterans Memorial Highway 2 51b"X 0.113" nail roof 4-8d BOX(2 I"X0.113") OR 5d COMMON NAIL(2),"x0.131");or RSRS-OI; f Suite 120 2 CEILING JOISTS TO TOP PLATE 3-5d COMMON(2 Y2"X0.131"9;OR PER JOIST,TOE NAIL 31 ; 2' - 1" (2 51e," X 0.1139 nail (roof) b 12 Hauppauge,NY 11788 3-I0d Box(2)12"X0.125");OR 3-3"X0.131"NAILS 32 1 Ye" - I Ya" IOd COMMON(3"X0.145")NAIL;OR b 12 P(631) 650-6666 8d(2)4"X0.131")DEFORMED NAIL F(631)650-6667 CEILING JOIST NOT ATTACHED TO PARALLEL RAFTEZ, 4-IOd BOX OIX0.12811)OR OTHER WALL SHEATHING 3 LAPS OVER PARTITIONS 3-I6d COMMON(3 Y2"X0.162"9;OR FACE NAIL I Y2"GALVANIZED ROOFING NAIL,7(b"HEAD (see Section 8502.52 and Table 802.5.2) 4-3"X0.131"NAILS 33 Y2"STRUCTURAL CELLULOSIC FIBERBOARD 3 6 516)658-0325 H„�. .. SHEATHING DIAMETER,ORI a" LONG Ib ga.STAPLE WITH 2X4 10 24c rri,r\rr 16� -- 24 10 I6 � r ;rwr;r�rl;�,;�-r,;:�ir{;[;, 7(b"or I"GROWN CEILING J0I5T ATTACHED TO PARALLEL RAFTER TABLE 88025.2 2s 1 °/4"GALVANIZED ROOFING NAIL,7(t"HEAD 2X6 l0 24 24 16 24 20 24 (Cr+ rtFl(1 f ;(,fr;()9 `I (HEEL JOINT)(see Section 8802.5.2.and Table 8802.5.2) FADE NAIL 34 /152"STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR 1 Y2"LONG 16 ga.STAPLE WITH 3 6 SHEATHING j(b"OR I"GROWN FOR 51: I INCH = 25.4 mm, I FOOT = 304.8mm 4-IOd BOX(3"X0.128") OR I Y2"GALVANIZED ROOFING NAIL;STAPLE d 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 � 35 Y2"GYPSUM SHEATHING GALVANIZED,I)2" LONG;I Y4"SCREWS, T 1 .-- 5 COLLAR TIE TO RAFTER,FACE NAIL OR I Y4"X 2oga 3-IOd COMMON(3Y2"x0.145'7;OR TYPE N OR 5 SIDE OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEASURED VERTICALLY FROM EITHER END OF THE STUD. INCREASES IN UNSUPPORTED HEIGHT ARE PERMITTED / RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS FACE NAIL EACH RAFTER d I s/a"GALVANIZED ROOFING NAIL;STAPLE WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION R602.3.1 OR DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. 36 S/e"GYPSUM SHEATHING GALVANIZED,1 s/e"50REW5,TYPE W OR 5 T T b. SHALL NOT BE USED IN EXTERIOR WALL5 3-I6d BOX NAILS(3 �"X0.135")OR 2 TOE NAILS ON ONE SIDE WOOD STR)STRUAL PANELS COMBINATION 505FLOOR UNDERLAYMENT TO FRAMING c. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS IS LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO st 3-IOd COMMON NAILS(3"X0.14W),OR AND I TOE NAIL ON OPP051TE 2X6 OR THE 5TUD5 SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. b RAFTER OR ROOF TRUSS TO PLATE SIDE OF EACH RAFTER OR s bd DEFORMED(2"X0.120") NAIL;OR 4-IOd BOX(3"X0.128');OR 31 /4"AND LE55 b 12 4-3"X0.131" NAILS TRUSS I 8d COMMON(2 Y2"X0.131") NAIL 5d COMMON(2"Xo.1317 NAIL;OR 6 12 TABLE R602.I0.4- BRAG I NG METHODS 4-Ibd(3 �"X0.135')OR 35 Ye"- I 8d DEFORMED(2 Y2"X0.120'7 NAIL 3-I0d COMMON(3"X0.148'7;OR TOE NAIL8d DEFORMED(2 Y2"X0.120") NAIL CONNECTION CRITERIA , 4-IOd BOX(3"x0.125');OR IOd COMMON(3"x0.148'7 NAIL;OR METHODS, MATERIAL MINIMUM THICKESS FIGURE ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR 4-3"X0.131"NAILS cr 39 I Ye" - I Y4" 6 12 FA5TENER5 SPACING � ROOF RAFTERS TO MINIMUM 2" RIDGE BEAM FOR 51: 1 Inch = 25.4 mm,I foot = 304.8 mm,I MILE PER HOUR - 0.441 m/s;I ksl - 6.895 MPO R301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-16d BOX(3 J"x0.135'7 OR EXTERIOR SHEATHING PER b"EDGES 12" FIELD WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM NINDBORNE DEBRIS. 2-I6d COMMON(3 Y2"X0.162');OR TOE NAIL TABLE 8602.3(3) GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE 3-IOd BOX(3"X0.128');OR a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING GS-HSP 3-3"X0.131"NAILS CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 80 K51 FOR SHANK DIAMETER OF 0.192 INCH(20d CONTINUOUSLY SHEATHED 3/S;i REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E Igg6 AND ASTM E 188(b AS >� WALL COMMON NAIL),9O K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.119 INCH,AND 100 K51 FOR SHANK WOOD STRUCTURAL PANEL INTERIOR 5HEATHIN0 PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR ((� DIAMETERS OF 0.142 INCH OR LESS. TABLE 8602.3(1)or 8602,3(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RE515TINO I6d COMMON(3 Y2"X0.162") 24"O.G.FAGS NAIL b.STAPLES ARE Ib GAGE WIRE AND HAVE A MINIMUM 1/Ib-INCH ON DIAMETER GROWN WIDTH. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. STANDARD OR ANSI/DASMA 115• (SEE TABLE BELOW) STUD TO STUD(NOT AT BRPu:ED WALL PANELS) loci(3"X0.128");OR c. 5 3"X0.131'7 NAILS Ib"O.G.FACE NAIL d.FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9-FOOT PANELS SHALL BE APPLIED VERTICALLY. z EXCEPTION: N e.SPACING OF FA5TENER5 NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE Rb02.3(2). �- Ibd BOX(3 Y2"X0.1351%OR F.WHERE THE ULTIMATE DESIGN HIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD 5TR)GTURAL PANEL ROOF SHEATHING TO W GS-6bc WOOD STRUCTURAL PANELS WITH A THIGKNE55 OF NOT LESS THAN 11(6 INCH AND Z STUD TO STUD AND ABUTTIN,5 STUDS AT INTERSECTING WALL 3"X0.131" NAILS 12" O.G.FACE NAIL b GABLE END WALL FRAMING SHALL BE SEATED b INCHES ON CENTER.WHERE THE ULTIMATE DESIGN WIND SPEED IS GREATER THAN MPH, CONTINUOUSLY SHEATHED 9 SEE METHOD CS-H510 SEE METHOD GS-HSP SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. Q NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS SHALL BE BE SPACED INCHES ON CENTER FOR MINIMUM 48 INCH iv WOOD STRUCTURAL PANEL 3 V CORNERS(AT BRACED WALT-PANELS) H �8 PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE - Ibd COMMON(3 Y2"X0.162") 16"O.G.FAGS NAIL DISTANCE FROM RIDGES,EAVES AND GABLE END HALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FRAMING. Z ADJACENT TO GARAGE j g.GYPSUM SHEATHING SHALL CONFORM TO A5TM G 1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253.FIBERBOARD SHEATHING 2 OPENINGS OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE Ibd COMMON(3)2"x0.16211) Ib" O.G.EACH EDGE FACE NAIL SHALL CONFORM TO A5TM G 208. F- PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED N 10 WILT-UP HEADER(2"TO 2" HEADER WITH Y2"SPACER) h.SPACING OF FASTENERS ON FLOOR SHEATHING EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED Q I6d BOX(3 Y2"X0.135") 12"O.G.EACH EDGE FACE NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES w WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DE51ONED TO O SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING.BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO � RE515T THE GOMPONET AND CLADDING LOADS DETERMINED IN ACCORDANCE WITH V Z 5-8d BOX(2 Y2"X0.113');OR THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE.FLOOR PERIMETER SHALL BE EITHER TABLE 8301.2(2) OR ASCE 7, WITH THE PERMANENT CORROSION-RESISTANT 4-5d COMMON(2 Y2"XO.i31");OR SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. II CONTINUOUS HEADER TO STLD TOE NAIL 21 G5-EF 4-I0d BOX(3"X0.128" I WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL CEILING J015T IN ACCORDANCE WITH THIS SCHEDULE,PROVIDE TW0 TOE NAILS 7 ;, SEE SECTION R602.10.6.4 SEE SECTION R602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE.THE TOE NAIL ON CONTINUOUSLY SHEATHED Z PORTAL FRAME �b BUILDING. ATTACHMENT IN ACCORDANCE WITH TABLE 8301.2.1.2 IS PERMITTED FOR ro �p J � o Ibd COMMON(3 Y2"X0.162") Ib"O.G.FACE NAIL THE OPPOSITE 51DE OF THE RATER SHALL NOT BE REQUIRED. t- F BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE p F z F 12 TOP PLATE TO TOP PLATE z DESIGN WIND SPEED, IS 180 MPH OR LESS. w w F v 0 0 lOd BOX(3"X0.128'7;OR 12O.G.FACE NAIL O " < N p ~ 3'X0.131")NAILS v d w TABLE 8802.1 I RAFTER OR TRUSS UPLIFT CONNECTION FORGES 1�" long X 0.12 dia. w� 8-I6d COMMON(3�"X0.162'7;OR FACE MAIL ON EACH SIDE OF 156,E d,e,f,ah f/ 25 (for)�"thick sheathing) TABLE F,501.2.1.2: WINDBORNE DEBRIS PROTECTION FASTENING o o o 12-I6d BOX(3 Y2"X0.135");OR END JOINT(MINIMUM 24"LAP FROM WIND (ASD) (POUNDS PER CONNECTION) T d y2 Or �32 fOr I s/4" long X 0.12 dia. N r -O Q } 13 DOUBLE TOP PLATE SPLICE GS-SFB ;i (for 25/32"thick sheothin 3" EDGES b" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS F Z F <v w 12-IOd BOX(3"X0.128');OR SPLICE LENGTH EACH SIDE OF EXPOSURE B CONTINUOUSLY SHEATHED rnoxIiYIUiYI I6 z V O LL P0 alvanized roofing nails or 8 common 12-3"X0.131"NAILS END JOINT) 9 9 w ULTIMATE DESIGN WIND SPEED Vult (mph) STRUCTURAL FIBERBOARD p g FASTENER SPACING F_ to Stud S CIC In (2 Y2" long x 0.131"dia)nails U 0 O z m O 111 RAFTER OR ROOF SPAN 130 mph 140 mph FASTENER TYPE 4 FOOT 6 FOOT o _ z JU m j LU p PANEL SPAN < PANEL SPAN < PANEL SPAN w U mg W o 0 TRU55 SPACING (FEET) < T- o 1<a v o ROOF PITCH ROOF PITCH FOR S1: 1 INCH = 25.4 mm, I FOOT = 304.Smm, I degree = 0.0175 rad, I pound per square foot=47.8 N/m , I mile per hour = 0.447 m/s. <4 FOOT 6 FOOT <8 FOOT ' a. Adhesive attachment of wail sheathing including Method GB, shall not be permitted in Seismic Design Categories G, Do, D1 and D2• NO. 8 WOOD SCREW o w� _Q w o�°F O ~ I6d COMMON(3 Y2"X0.162") Ib"O.G.FACE NAIL <5:12 >5:12 <5:12 >5:12 <-I <a H Z b. Applies to panels next to garage door opening where supporting gable end wall or roof load only. Shall only be used on one wall o o 14 BOTTOM PLATE TO JOINT,RIM J015T,BAND J015T OR Ibd BOX(3)4"X0.135");OR BASED ANCHOR WITH 2 16 10 8 <v w N p 0 o 2} BLOCKING NOT AT BRACED WALL PANELS) 12"O.G.FADE NAIL 12 cis 8a 122 113 of the garage. In Seismic Design Categories Do, D1, and D2 roof covering dead load shall not exceed 3 psf. INCH EMBEDMENT LENGTH ,�w w p z O p o 3"x0.131")NAILS 18 122 112 157 146 c. Garage openings adjacent to a Method CS-5 panel shall be provided with a header in accordance with Table R602.5 (1). A full o o'�>W w --Q 24 14q 137 IC12 178 height clear opening shall not be permitted to a Method G5-G panel. -f a�3 m 6 01,-W 3-I6d BOX(3 Y2"X0.135');OR 3 EACH Ib"O.G.FACE NAIL 9 p g p p NO. 10 WOOD SCREW T u o-j 28 167 153 216 200 < o a o 15 BOTTOM PLATE TO JOINT,RIM JOIST,BAND JOIST OR 2-I6d COMMON(3)�"X0.162");OR 2 EACH Ib"O.G.FADE NAIL 12 O.G. d. Method GS-SFB does not apply In SeismiG Design Categories Do, DI , D2. 0 m w w p o?� BLOCKING(AT BRACED WALL PANELS) 4-3"X0.131"NAILS 4 EACH 16"O.G.FACE NAIL 32 185 NO 240 222 BASED ANCHOR WITH 2 I6 12 Cl F w m w w F izo- 3 36 203 186 264 244 e. Method apr�lles to detached one and two-family dwellings in Seismic Design Gategorles Dothrough D2only. INCH EMBEDMENT LENGTH o_w to w< N O 4-5d Box(2 "x0.113"9;OR 42 230 211 300 278 IL o�C w�o w F p 3-I6d BOX(3)�"x0.135'7;OR 48 258 236 336 311 w ,L p w o N w 4-8d COMMON(2 Y2'XQ.l3l'7;OR TOE NAIL 12 126 117 162 150 Y4 INCH LAG SCREW $0wooQ jIL0oo TABLE 8602.10.5 BASED ANCHOR WITH 2 16 16 I6 z�'�" } �; z o 4-IOdBOX(3"x0.125'7;oR 115 162 14q 20q Iq4 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH �Lu-1 o ,°�J 3 Ib TOP OR BOTTOM PLATE TO STUD 4-3" X 0.131 NAILS 24 l qa 182 255 237 p<=Q w_ w iq 3-Ibd BOX(3 "X0.135");OR 215 222 203 287 266 MINIMUM LENGTH U 2-Ibd COMMON(3 Y�'XQ.162");OR END NAIL 16" O.G. METHOD (INCHES) i� R 3-IOd BOX(3"X0.128");OR 32 246 226 31q 2q5 CONTRIBUTING r <= _ 3-3"X0.131" NAILS 36 270 247 351 325 ADJACENT CLEAR WALL HEIGHT LENGTH a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE i << m o p O O 3-IOd SOX(3"X0.128'"9);OR 42 306 281 3q 45 343 314 447 414 (INCHES) 8 FEET q 370 OPENING HEIGHT (INCHES) 11 TOP PLATES,LAPS AT GORIERS AND INTERSECTIONS 2-Ibd COMMON(3Y2 ;O . OR 9 FEET 10 FEET II FEET 12 FEET HDEIGHT. WIND SPEED ANDA 33 FOOT MEAN ROOF 3 3 3 3 3-3"X0.131" NAILS FACE NAIL EXPOSURE G G5-H5P <64 24 21 30 33 36 ACTUAL b. FASTENERS SHALL BE INSTALLED AT OPPOSING -Oj 0 0 0 ENDS OF THE WOOD STRUCTURAL PANEL. 3-8d BOX(2 "x YV2"X);OR O.13I");OR ULTIMATE DESIGN WIND SPEED Vult (mph) FASTENERS SHALL BE LOCATED NOT LESS THAN d 18 I" BRACE TO EACH STUD AND PLATE 2- 2-10IOd COMMON(2/211J<Box(311X0.125");ORFACE NAIL RAFTER OR ROOF SPAN 130 mph 140 mph INCH FROM THE EDGE OF THE PANEL. 2 STAPLES I s/4" TRUSS SPACING (FEET) 3-5d Box 2 11x0.1131';OR ROOF PITCH ROOF PITCH TABLE R507.2 G. ANCHORS SHALL PENETRATE THROUGH THE Q w n 2-8d COMMON(2 Y2"x0.131");OR DECK LEDGER CONNECTION TO BAND JOISTob EXTERIOR WALL COVERING WITH AN EMBEDMENT - IQ I"X b"SHEATHING TO EACH BEARING 2-I0d BOX(3"X0.128');OR FACE NAIL <5:12 >5:12 <5:12 >5:12 W -1 Z 2 STAPLES, I"GROWN,I6go.) 5/4" LONG 12 161 151 lqa 186 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, SNOW LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE V V tu la 2015 Iq5 257 242 BUILDING FRAME. FASTENERS SHALL BE LOCATED 3-Sd BOX(2 "X0.113");OR � V 3-5d COMMON(2 Y2"X0.131');OR 24 256 23ci 317 2qa CONNECTION DETAILS JOIST SPAN NOT LESS THAN 2 ,14:2 INCHES FROM THE EDGE OF THE IL 3-I0d BOX(3"X0.128'7;OR b'AND LEES 61 1" TO 8' 5'111 TO 10' 10'1 TO 12' 12'1 TO 14' 14'1" TO Ib' 16'1 TO 15' Ily 28 521 26q 35a 335 CONCRETE BLOCK OR CONCRETE. 3 STAPLES, I"GROHN, Ibga.,l s/a"LONG 12 O'G' 32 321 2qq �✓q8 373 ON-CENTER SPACING OF FASTENERS � W INCH DIAMETER LAO SCREW c,d d. PANELS ATTACHED TO MASONRY OR IU 1)- 20 I" X 8"AND WIDER SHEATHING TO EACH BEARING WIDER THAN I" X 5" FACE NAIL 36 353 32cl 4315 411 30 23 18 15 13 It 10 Q Z 4-515 Box(2�"x0.113'9;OR 42 402 375 4qq 468 Q WITH� INCH MAXIMUM SHEATHING MASONRY/STUCCO SHALL BE ATTACHED USING (K v Y INCH DIAMETER BOLT HITH � INCH 36 36 34 29 24 21 19 VIBRATION-RESISTANT ANCHORS HAYING AN < = Q 3-8d COMMON(2)5"X0.131'7;OR 415 450 420 560 524 MAXIMUM SHEATHING d Q BOX OX(3"x0.125");OR 12 214 201 263 247 ULTIMATE WITHDRAWAL CAPA017'' OF NOT LESS -I z a] 4 STAPLES, I"GROWN, I6 0.,1 s/4"LONG �INCH DIAMETER BOLT WITH I-INCH 36 36 29 24 21 18 Ib W < g Ib 277 25q 342 322 MAXIMUM SHEATHING° I I THAN 1,500 POUNDS. = W FLOOR 24 340 318 422 3qb FOR 51: 1 Inch = 25.4 mm,I foot =304.8 mm, I pound per square foot = 0.0419 kPa V V � V 4-8d BOX(2�"X0.113'7;OR 1 b' O.G. 25 3154 356 476 446 a.Ledgers shall be flashed In accordance with Section R103.4 to prevent water from contracting the house band joist. O A/ 21 ,JOIST TO SILL,TOP PLATE OR GIRDER 3-8d COMMON(2 Y2"x0.131'7;OR 32 427 3q8 52q 4q6 b.Snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* AS PER = v V = 4 3-I0d BOX(3"X0.128");OR TOE NAIL 36 46cl 4315 563 547 c.The ttp of the lag screw shall fully extend beyond the Inside face of the band joist. TABLE 8301.7 o 3-3"X0.131"NAILS d.sheathing shall be wood structural panel or solid sawn lumber ] 42 535 4qq 645 622 Z 8d BOX(2 "X0.113") 4" O.G.TOE NAIL e.Sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. � W O 48 5qq 55q 745 ball U to 1/2-inch thickness of stacked washers shall be permitted to substitute for u to 1/2-inch of allowable ALLOWABLE LL N N Q.. Z 22 RIM J015T,BAND J015T OR BLOCKING TO SILL OR TOP 5d COMMON(2 Y2"X0.131");OR p p p STRUCTURAL MEMBER PLATE(ROOF APPLICATIONS ALSO) IOd BOX(3"X0.128');OR 6"O.G.TOE NAIL sheathing thickness where combined with wood panel or lumber sheathing. DEFLECTION (111 N 3"XO.131" NAILS FOR 51: 1 INCH - 25.4 mm I FOOT = 304.amm I MILE PER HOUR= 0.447 m/s N 3-8d BOX 2 "x0.113";OR I POUND =0.454kg I POUND PER SQUARE FOOT = 47A N/m2, I pif 14.6 N/m TABLE 8507.2.1 RAFTERS HAVING 5LOPE5 GREATER THAN 3/12 L/I80 \O 2-Sd COMMON(2 Y2"x0.131'7;OR WITH NO FINISHED CEILING ATTACHED TO 23 1" X 6"SUBFLOOR OR LESS'TO EACH J015T 3-IOd BOX(3"X0.125,%OR FACE NAIL PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS Q 2 STAPLES,I"GROWN, 169a.) s/4" LONG a. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF O O 3-I6d SOX(3Y2'X0.135");OR HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR.EXP05URE D' MINIMUM END AND EDGE DISTANCES AND SPACING BETWEEN ROWS THE UPLIFT INTERIOR WALLS AND PARTITIONS H/180 24 2"SUBFLOOR TO JOIST OR GIRDER BLIND AND FACE NAIL CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE 2-16d COMMON(3)5"X0.162") / FLOORS L/360 TABLE U51NO THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE TOP EDGE BOTTOM EDGE ENDS ROW SPACING 25 2" PLANKS(PLANK b BEAM-FLOOR 3 ROOF) 3-I6d BOX(3Y2'X0.135");OR CEILING WITH BRITTLE FIN15HE5 (INCLUDING y AT EACH BEARING,FAGS NAIL ADJUSTMENT COEFFICIENTS IN TABLE 8301.2(3) SHALL NOT BE USED TO MULTIPLY THE L/360 1WK 2-Ibd COMMON(3 Y2"x0.162'7 TABULATED FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF LEDGERa 2 1NCHESd 3/4 INCH 2 INGHESb 15/5 INGHE511 PLASTER AND STUCCO) 3-I6d COMMON(3 "x0.162') HEIGHTS. c CEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 26 BAND OR RIM JOIST TO JOIST 4-10 BOX(3"x0.125");OR b.THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING BAND JOIST 3/4 INCH 2 INCHES 2 INGHESb 15/5 INGHESb GYPSUM BOARD) 4-3'X0.131" NAILS;OR END NAIL 4-3"X 14go.STAPLES,J"GROWN ASSEMBLY DEAD LOAD OF 15 PSF. FOR sl: l INCH=25.4 MM ALL OTHER STRUCTURAL MEMBERS L/240 NAIL EACH R 5 O O G. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOF a• LAG SGREW5 OR BOLTS SHALL BE 5TAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RUN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R501.2.1(I). a LU 20d COMMON(4"x0.192");OR 32" O.G.AT TOP AND BOTTOM OVERHANG OF 24 INCHES. b. MAXIMUM 5 INCHES. EXTERIOR WALLS - WIND LOAD WITH PLASTER OR H/360 AND STAGGERED d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE c. FOR ENGINEERED RIM JOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES 24" O.G.FACE NAIL AT TOP d. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SGREH5 OR BOLTS TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH FIGURE R501.2.1(1). 1od Box(311x0.12511);oR MULTIPLIED BY 0."15 FOR CONNECTIONS NOT LOCATED WITHIN a FEET OF BUILDINGIU 21 BUILT-UP GIRDERS AND BEAMS,2-INCH LUMBE-R LAYERS 3"X0.131" NAILS AND BOTTOM STAGGERED ON EXTERIOR WALL5 - WIND LOADSO WITH OTHER H/240 . 1 nl\ OPPOSITE SIDES CORNERS. BRITTLE FINISHES `J AND: e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED tu 2-20d COMMON(4"xO.192'7;OR FACE NAIL AT ENDS AND UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.'70. TH15 TABLE: R402.1.4 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE EXTERIOR WALL5 - WIND LOAD50 WITH FLEXIBLE H/120d z W 3-I0d BOX(3"XO.128");OR AT EACH SPLICE REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED 3-3"x0.131"NAILS FORGES. EQUIVALENT U-FACTORS FINISHE5. z- 4-I6d BOX(3 �"Xo.135'7;OR f. FOR WALL TO WALL AND WALL TO FOUNDATION CONNECTIONS, THE UPLIFT LINTELS 5UPPORTING MASONRY VENEER WALLS' L/600 . 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 3-I6d COMMON(.Y2"x0.162");OR AT EACH JOIST OR RAFTER CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED BY 60 If FOR EACH FULL NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 4-IOd BOX(3"X0.128");OR FACE NAIL P CLIMATE ZONE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE tuvz 4-3"X0.131 NAILS WALL ABOVE. a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS 2-10d(3"x0.128")or 2-8d common g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN � -7 24 BRIDGING OR BLOCKING TO JOIST (2 Y2"X 0.131";or 2-3"X 0.131'7 nails EACH END,TOE NAIL SHALL BE PERMITTED. h. THE TABULATED FORGES FOR A 12-INCH ON CENTER 5PAGING SHALL BE PERMITTED AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS Z 1� V / O TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT. 4 0.32 0.55 0.026 0.060 O.OgB 0.04-7 ," 0.05q 0.065 OBTAINED FROM THE TABLE R301.2(2). b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE tu THE LENGTH OF THE CANTILEVER. 5 0.30 0.55 0.026 0.060 0.0&2 0.033 0.050 0.055 C. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN tu TABLE R602.3(3) ROOFS OR WALLS OF SUNROOM ADDITIONS OR PATIO O WOOD PANEL WALL SHEATHING FASTENING SCHEDULE°�` N/A AS MIN AS MIN AS MIN PROPOSED AS MAX. -W.F. AS MAX. AS MAX. AS MINGONERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS MINII14UM WPANEL NAIL SPACING WOOD MINIMUM NOMINAL MAXIMUM WALL ULTIMATE DESIGN WIND . . . . -V.I.F. -V.I.F. ALUMINUM STRUCTURAL MEMBERS SUPPORTING EDGE OF MINIMUM NAIL STRUCTURAL PANEL THIGKNE55 STUD SPACING SPEED VULT(M'H) GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L SIZE PENETRATION PANEL SPAN (INCHES) (INCHES) EDGES FIELD WIND EXPOSURE CATEGORY L/175 FOR EACH GLASS LITE OR L/60 FOR THE ENTIRE N (INCHES) RATING (INCHES 0.0) (INCHES O.G) B G D LENGTH OF THE MEMBER, WHICHEVER 15 MORE STRINGENT. bd COMMON TABLE: R402.1.2 - 2020 NEW YORK STATE ENERGY CONSERVATION CODE FOR SANDWICH PANELS USED IN ROOFS OR WALL5 OF n/ v (2.0"x0.113') 1.s 24/0 3/8 16 6 12 140 115 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD 1� 5d COMMON lb 6 12 110 140 135 INSULATION AND FENESTRATION REOUIREMENTS BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. �O/ t Z (2.5"X0.131") 1.15 24/16 1/16 24 6 12 140 ns n° d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM i� 3 FOR 51. 1 Inch = 25.4 mm, I MILE PER HOUR = 0.441 m/s BOARD FIN15H SHALL BE LIMITED TO AN ALLOWABLE � Q GLAZED a.PANEL STRENGTH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYWOOD SHEATHING WITH STUD SPACING MORE THAN 16" DEFLECTION OF H/180. ON CENTER SHALL BE APPLIED WITH PANEL STRENGTH AXIS PERPENDICULAR TO SUPPORT. CLIMATE ZONE FENESTRATION SKYLIGHT FENESTRATION CEILING WALL MA55 WALL FLOOR BASEMENT WALL SLAB R-VALUE CRAWL SPACE e. REFER TO SECTION R703.8.2. b.TABLE BASED ON WIND PRE55UFZES ACTING TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE WITH SECTION 8301.2. U-FACTOR b U-FACTOR SHOO be R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE ` s DEPTH d WALL R-VALUE° LATERAL BRACING REQUIREMENTS SHALL BE IN ACCORDANCE WITH SECTION 8602.10. c.WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF WALL-I6 OR WALL-24 SHALL BE PERMITTED A5 AN ALTERNATE TO PANELS WITH A 24/0 Q SPAN RATING. PLYHOOD SIDING RATED 16 O.G.OR 24 O.G.SHALL BE PERMITTED AS AN ALTERNATE TO PANELS WITH A 24/16 SPAN RATING. 2O OR IO GOVT. OR IO GOVT. OR � WIA 4 0.32 0.55 0.40 4q 8/13 Iq 10 / 2FT. WALL-Ib AND PLYWOOD 5IDINO Ib O.G.SHALL BE USED WITH STUDS SPACED NOT MORE THAN 16"ON CENTER. 13 + 5 h 13 CAVITY ; 13 CAVITY IY) O 20 OR 15 CONT. OR 15 CONT. OR z z 5 0.30 0.55 NR 4q 13/17 30 g 10 / 2FT. N O 13 + 5 h Iq CAVITY Iq CAVITY O Q O I IFnl A5 MAX. AS MAX. z PROPOSED A5 MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A A5 MIN. AS MIN. to d REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES O 0 D GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2020 NYSEGG -AIR LEAKAGE: .. .. r CONDITIONS OF THE CONTRACT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED AS PER SECTION R105.2 -JOINTS, PENETRATIONS, AND ALL 2020 EGG OF NEW YORK STATE: MINIMUM DE51ON DEAD LOADS" AS PER ASCE YN r CONSTRUCTION, AIA DOCUMENT-201 TO BE AS INDICATED ON DRAWIN05. OF THE NEW YORK STATE RESIDENTIAL OTHER SUCH OPENINGS IN THE R401.5: PERMANENT CERTIFICATE - SHALL BE COMPLETED BY THE 1-I6 - CHAPTER 3 TABLE 03.1 4/57 SHALL APPLY. THE CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR CODE ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE BUILDER OR REGISTERED DE51ON PROFE55IONAL AND POSTED IN LOAD 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 IN51DE THE COMPONENT F FOR A TOTAL RECOVERY CAPACITY ROOF SHINGLES OR APPROVED SEALED. OCCUPANCY. SUBSTITUTIONS SHOULD BUILDING. (psf) ARC H i T E CTS' LL NOT BE MADE WITHOUT WRITTEN OF 150 CFM MIN. MAINTAIN MAXIMUM EQUAL. SHINGLES SHALL BE APPLIED -RECESSED LIGHTS MUST BE TYPE IG TODD I T E C T EC. CEILINGS ' ARCHITECT P.C. AUTHORIZATION BY THE ARCHITECT. R402.2.4: ATTIC, OR CRAWL SPACE ACOE55 - SHALL BE 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO ACOUSTICAL FIBER BOARD 1.0 THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH IGE AND WATER PENETRATIONS, OR TYPE IG OR NON-IC WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO GYPSUM BOARD ( er � INCH thickness) 0.55 TODD O'CONNELL, AIA REASONABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLASS BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN THE INSULATION ON THE SURROUNDING SURFACES. p (1/2 INCHES) (2.2) 1200 Veterans Memorial Highway AT THE COMPLETION OF WORK, THE DOORS TO CONFORM TO THE 2020 VALLEYS AND FLASHING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY CONTRACTOR SHALL REMOVE ALL (5/5 INCHES) (2.15) NYSEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM R402.4: AIR LEAKAGE - BUILDING THERMAL ENVELOPE SHALL BE Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, LINED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 511 CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 5 AIR CHANGES PER MECHANICAL DUCT ALLOWANCE 4.0 Hauppauge,NY 11788 ETC., GLEAN GLASS AND LEAVE WORK &" FIREPLACE WALL THICKNESS WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION HOUR. SUSPENDED STEEL CHANNEL SYSTEM 2.0 P(631)650-6666 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING IS TO BE APPLIED IN 5TRIGT R402.4. WOOD FURRING 5USPEN51ON SYSTEM 2.5 F(631)650-6667 SPECIFIED. THE CONTRACTOR SHALL BETWEEN COMBUSTIBLE WOOD FRAME ACCORDANCE WTHERM WITH THE VAPOR RETARDER: THERMAL ENVELOPE SHALL BE INSTALLED IN ACCORDANCE WITH C(516)658-0325 INSTALLATION - THE COMPONENTS OF THE BUILDING CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPECIFICATIONS. -REQUIRED ON THE WARM-IN-WINTER T " AND GENERAL LIABILITY INSURANCE. 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 5, ROOF, AND WALL ALL SHALL COMPLY IN TH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE SHINGLES FOR CEILINGS, WALLS, AND FLOORS. CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL �rr�rr�rrt;;r;r�1� a r. ,rr;i ASPHALT SHINGLES 2.0 LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO COMPONENTS AND VERIFY COMPLIANCE. f:CP.r(C,rrrrr.(,1; rir `m CONTRACTOR SHOULD FULLY FIBERGLASS MASTIC. (FED. SPEC. INSTALLATION. MATERIALS IDENTIFICATION: GYPSUM SHEATHING, I/2-in. 2.0 GUARANTEE H15 WORK AND THE WORK S.S.G. 155 TYPE-I) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE R402.4.1.2: TESTING - BUILDING OR DWELLING UNIT SHALL BE INSULATION, ROOF BOARDS (per Inch thickness) OF HI5 SUBCONTRACTORS FOR A CONTINUOUS FROM TOP OF INSULATION INSTALLED IN ACCORDANCE WITH THE TESTED AND VERIFIED AS HAVING < 5 ACH50 IN CZ4A, 5, A6A. FIBERBOARD 1.5 PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURER'S INSTALLATION TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. PERLITE COMPLETION OF THE PROJECT UNLESS POLYSTYRENE FOAM O 2 OTHERWISE SPECIFIED. ALL WORK EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. URETHANE WITH FOAM FOAM 0.5 FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST 8402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING SHALL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. PLYWOOD (per 1/&-in. THICKNESS) 0.4 ACCORDANCE WITH GOOD BUILDING FIRE BLOCKING EQUAL, FOIL TO BE PLACED TOWARD CAN BE DETERMINED. EXCEPTION: DIRECT VENT APPLIANCES WITH BOTH INTAKE AND RIGID INSULATION, 1/2-in. 0.75 < PRACTICES. THE CONTRACTOR SHALL FIRE BLOCKING SHALL BE PROVIDED, WARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE SKYLIGHT METAL FRAME, " WIRE OLA55 8.0htsP„ INDEMNIFY AND HOLD 14ARMLE55 THE AS PER SECTION R502.15 OF THE FOAM INSULATION ON ALL EXTERIOR INSTALLED HEATING AND COOLING `w . OWNER, ARGHITEGT, AND THEIR RESIDENTIAL CODE OF NEW YORK FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLERS, AND FILTER HOOD SHEATHING (PER INCH THICKNESS) 3.0 AGENTS AND EMPLOYEES FROM AND STATE, TO OUT OFF ALL CONGEALEDBOXES SHALL BE SEALED. WATERPROOFING MEMBRANE 1 TO 6 BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. BITUMINOUS, SMOOTH SURFACE 1.5 LOSES AND EXPENSES, INCLUDING AND HORIZONTAL). BE TAKEN NOT TO DAMAGE -INSULATION R-VALUES AND GLAZING 8403.3.3: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO 51NOLE-PLY SHEET WATERPROOFING MEMBRANE 0.1 ATTORNEYS FEES AR15ING OUT OF OR PROVIDE FIRE BLOCKING IN DETERMINE AIR LEAKAGE. FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY FLOOR F I L L RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALLS !!1 EXCEPTION: DUCT LEAKAGE TEST IS NOT REQUIRED WHERE MARKED ON THE BUILDING PLANS OR 1'(1 OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLASS WINDOWS AND DOORS SPECIFICATIONS. THE DUCTS AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN LEIGHT WEIGHT CONCRETE, PER INCH 5.0 5UCH CLAIM, DAMAGE, L055 OR SPACES AT THE CEILING AND FLOOR TO BE INSTALLED AS PER SECTION THE BUILDING THERMAL ENVELOPE. 5AND, PER INCH 5.O (rV EXPENSE (A) IS ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL TO B IN THE RESIDENTIAL CODE OF DUCT INSULATION: STONE CONCRETE, PER INCH 12.0 O BODILY INJURY, SICKNESS, DISEASE FURRED SPACES SHALL ALSO BE FIRE NYS. ALL GLASS IS TO BE INSULATED -SUPPLY DUCTS IN UNCONDITIONED R403.3.5: BUILDING CAVITIES - SHALL NOT BE USED A5 DUCTS OR OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLESS OTHERWI5E SPECIFIED. ATTICS OR OUTSIDE THE BUILDING PLENUMS FLOORS AND FLOOR FINISHES z # DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. OLA55 SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. CERAMIC OR QUARRY TILE (5/4-In.) (OTHER THAN THE WORK ITSELF INSTALL OLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED FLUIDSR405. : MECHANICAL SYSTEM PIPING INSULATION - CARRYING ON 1/2-In. MORTAR BED INCLUDING THE L055 GPLUMBING FLUIDS 16.0 J R USE >105°F OR <55°F INSULATE TO R-3 MIN. ' CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING z l(1 RE5ULTING THERE FROM). (B) IS CONTRACTOR SHALL INSTALL WATER SLIDING GLASS DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CERAMIC OR QUARRY TILE (3/4-in.) 25.0 }- CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED R403.6: MECHANICAL VENTILATION - THE BUILDING SHALL BE ON I-in. MORTAR BED Z NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD SPACES MUST BE INSULATED TO R-5. PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF GODS, SHALL BE INSULATED 2020 NYS RESIDENTIAL GODS CONCRETE FILL FINISH (PER INCH THICKNESS). 1.0 F CONTRACTOR, ANY SUBCONTRACTOR, SHUT-OFF VALVES AT ALL FIXTURES. -RETURN DUCTS IN UNCONDITIONED ANYONE DIRECTLY OR INDIRECTLY ALL WATER PIPING TO HAVE TEMPERED GLASS. ALL OLA55 DOORS AND WINDOWS SHALL BE INSTALLED IN SPACES (EXCEPT BA5EMENT5) MUST HARDWOOD FLOORING, 7P7-in. 4.0 m °ter THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER ° p y Z~�q a a EMPLOYED BY ANY OF THEM, OR GLEANOUTB AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. LINOLEUM OR ASPHALT TILE, I/4-in. I.O ANYONE FOR WHO5E ACTS ANY OF DIRECTION AND AT BASE OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION IS NOT REQUIRED ON THAN w U wawa= 00 THEM MAY BE LIABLE REGARDLESS VERTICAL WASTE5. USE 4" CAST IRON WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) MARBLE AND MORTAR ON STONE-CONCRETE FILL 33.0 a i° - w v w� �vpwxOF WHETHER OR NOT IT I5 CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED A5 PER 2020 NYSEGG GFA = CONDITIONED FLOOR AREASLATE (PER mm THIGKNE55) 15.0 °o J ,PART BY A PARTY INDEMNIFIED MIN. I/8" PER FOOT. TRAP/WASTE REQUIREMENTS. PROVIDE FLASHING DUCT CONSTRUCTION: N-�� ww ALL MATERIALS, SIZES FOR FIXTURES SHALL BE AS R403.7: EQUIPMENT SIZING - PER ALGA MANUEL S, BASED ON SOLID FLAT TILE ON I-in. MORTAR BASE 23.0 z z o=Z v w o m m-ori HEREUNDER.HEREMBLIES AND METHOD S, FOLLOWS: PANS UNDER ALL 5LIDER, DOORS, AND -ALL JOINTS, SEAMS, AND LOADS CALCULATED PER ALGA MANUEL J. 5UBFLOORING, 3/4-In. 3.0 m o~o o z m o W WINDOWS WITHIN A 6" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY CONSTRUCTION INCLUDING BUT NOT DISH WASHER 1 1/2" SURFACE. ALL EXTERIOR DOORS ARE FASTENED WITH WELDS, GASKETS, FLOORS, WOOD JOIST (no plaster) 12-In. Ib-In. $T.y j q W 1 o m 0 Jzav`luz R404.1: LIGHTING - A MINIMUM OF 90% OF PERMANENTLY JOIST SIZES (in.) (LB/FT2) ��°O.C. �� N°o w o z LIMITED TO FORM-WO�:K, KITCHEN SINK I i/2 TO BE FULLY WEATHER-5TRIPPED. MASTICS (ADHESIVES), �� d� BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MA5TIG-PLU5-EMBEDDED-FABRIC, OR INSTALLED FIXTURES MUST HAVE HIGH-EFFICIENCY LAMPS, PLACING OF CONCRETE, ETC. ARE TO SHOWER 2" HARDWARE AS REQUIRED. ALL GLASS TAPES. DUCT TAPE IS NOT LOW-VOLTAGE LIGHTING EXEMPT 2x6 6 5 BE CAREFULLY SUPERVISED BY THE TOILET 3" 15 TO BE FREE OF SCRATCHES AND PERMITTED. 2020 RESIDENTIAL CODE OF NEW YORK STATE SECTION 8508- 2x5 6 6 CONTRACTOR TO BE SURE THEY ARE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED GLAZING 2x10 1Z b IN ACCORDANCE WITH THE DRAWINGS, VENT STACK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL o o 2x12 5 1 ��ow��ro��� SPECIFICATIONS, APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LE55 THAN 5 YEARS. ALL WINDOW5 JOINTS AND SEAMS ON DUCTS - EXCEPT AS INDICATED IN SECTION R308.I.1 EACH PANE OF w° AND GOOD PRACTICE. DEVIATIONS PROOF HOSE-BIBS AS INDICATED ON FRAME PART I T I O N 5 ( sf) w�'ww Q °- 0 TO BE ANDERSEN UNLESS INDICATED OPERATING AT LE55 THAN 2" w.g. GLAZING INSTALLED IN HAZARDOUS LOCATIONS AS DEFINED IN fou W a I N FROM THE DRAWING5 ,AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) SECTION R508.4 SHALL BE PROVIDED WITH A MANUFACTURE'S WOOD OR STEEL STUDS, 1/2-in. GYP. BOTH SIDES 5.0 _ o w v w SPECIFICATIONS WILL 'NOT BE DRAIN DRAIN-GOOKS. THE WATER -DUCTS SHALL BE SUPPORTED EVERY DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, WOOD STUDS, 2x4, UNPLA5TERED 4.O o w 1,-o<_d o�o } PERMITTED WITHOUT WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACCORDANCE WITH THE DESIGNATING THE TYPE OF GLASS AND THE SAFETY GLAZING _�0 W< 'IV o Z fSl AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S INSTRUCTIONS. STANDARD WITH WHICH IT COMPLIES, WHICH 15 VISIBLE IN THE FINAL FRAME HALLS gj,000=o° z THE CONTRACTOR SHALL BE APPLICABLE COUNTY DEPARTMENT OF O U P'J~o W-a W PAINTING AND STAINING -COOLING DUCTS WITH EXTERIOR INSTALLATION. THE DESIGNATION SHALL BE ACID ETCHED, EXTERIOR STUD WALLS: °Qx�� i-Q d RESPONSIBLE FOR THE: SHOP HEALTH STANDARDS AND THE FOLLOr�11NG IS INCLUDED FOR THE INSULATION MUST BE COVERED WITH A SANDBLASTED, CERAMIC-FIRED, LA5ER ETCHED, EME3055ED, OR BE 2x4 ® Ib-in., 5/5-in. GYPSUM =_ i► f wHo l� DRAWIN05 WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENrE OF THE PAINTING VAPOR RETARDER. TYPE THAT ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING ► QQ mo° ov D SIONS AND CONDITIONS PLUMBING MUST BE OBTAINED FROM INSULATED, 3/5-in. SIDING 1I.O ALL DIMENCONTRACTORS AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THE DESTROYED. A LABEL SHALL BE PERMITTED IN LIEU OF THE ARE TO BE FIELD VERIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION OF THE TYPES OF PAINTS RETURN AIR SYSTEM. MANUFACTURE'S DESIGNATION 2x6 a Ib-in., 5/5-in. GYPSUM, � 3 3 3 3 CONTRACTOR TO REMOVE $ PRIOR TO CONGEALMENT. PRIOR TO REQUIRED FOR VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A 8308.4 HAZARDOUS LOCATIONS - THE LOCATIONS SPECIFIED IN INSULATED, 3/5-in. SIDING 12.0 RELOCATE AS RNHICHED ALL ORDERING, CONTRACTOR SHALL IS THE INTENT OF THESE MEANS FOR BALANCING AIR AND SECTIONS R5o8.4.1 THROUGH R305.4.1 SHALL BE CONSIDERED TO BE EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR EXTERIOR STUD WALLS WITH BRICK VENEER 48.0 SPEGIFIGATIONS TO PROVIDE A WATER SYSTEMS. SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF GLAZING GII DIAMETER =' WITH NEW CONSTRUCTION. OWNERS APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R508.4.1- GLAZING IN DOOR- GLAZING IN FIXED AND OPERABLE WINDOWS, GLASS, FRAME AND SASH 8.0 REFLECTIVE WHITE-\ W It THAT THE OWNER CHANGES, THE SURFACES MUST BE FULLY COVERED TEMPERATURE CONTROLS: PANEL OF SWINGING, SLIDING AND BIFOLD DOORS SHALL BE CLAY BRICK WYTHE5: - W all SITE WORK CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER To BE -EACH DWELLING UNIT HAS AT LEAST CONSIDERED TO BE A HAZARDOUS LOCATION 4 IN 39.0 THE CONSTRUCTION TYPE - STAKEOUT IS TO BE PERFORMED BY A OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF R305.4.2- GLAZING ADJACENT TO DOOR- GLAZING I5 LESS THAN 60 1 IN 79.0 DESIGNATION SHALL BE V 0 W SUBCONTRACTORS COST FOR THE 12 IN 115.0 _j INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE INCHES ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS I , II , III , IV , OR V Z AC LICENSED SURVEYOR. STAKING AND I6 IN 155.0 1u 0 LAYOUT ARE TO ESTABLISH ALL LINES CHANGED UNIT. LIGHTLY SANDED SURFACES, WALLS, SPACE TEMPERATURE SET POINT OF EITHER OF THE FOLLOWING- TO INDICATE THE CON5TRUGTION « u DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. - GLAZING IS WITH 24" OF EITHER SIDE OF THE DOOR HOLLOW CONCRETE MASONRY UNIT WYTHE5: CLASSIFICATION OF THE p to AND BENCHMARKS. VERIFY ALL GIVEN HVAC WYTHE5 THICKNESS (IN INCHES) 4 6 5 10 12 DATA ON DRAWINGS. IN CASE OF ONE GOAT WOOD FILLER OR STAIN -GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE STRUCTURE UNDER IBC � SYSTEM TO BE DESIGNED BY OTHERS. KY' ELEGTRIG SYSTEMS: DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGED SIDE OF DENSITY OF UNIT (105 PGF) Q z d DISCREPANCY, RECEIVE AND TWO GOATS MGKLUS S SECTION 602 OC Q 0 V CLARIFICATION FROM ARCHITECT PROVIDE PROPER SUPPLY TO ALL EGGSHELL FINISH NON-YELLOWING -SEPARATE ELECTRIC, METERS ARE AN IN-SWING DOOR NO GROUT 22. 24.0 31.0 5-7.045.0 •4 Q V PRIOR TO PROCEEDING. EXCAVATE ROOMS $ CONFORM WITH ALL STATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. R305.4.3- GLAZING IN WINDOW z V M 4 AND BACK FILL FOR YNORK INDICATED AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT - EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 5Q.FT. (GROUT SPACING) W 45 IN. O.G. 29.0 35.0 41.0 55.0 REFLECTIVE RED V = N ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: -BOTTOM EDGE OF GLAZING 15 LE55 THAN 15" ABOVE THE FLOOR v v 40 INO.C. EXTERIOR WOOD SURFACES- TWO -FIREPLACES MUST BE INSTALLED - TOP EDGE OF GLAZING 15 MORE THAN 36 ABOVE FLOOR AND . O.O 40.0 49. 51.0 PANTONE # 18-1 W F- Q �r OBTAINED FROM STRIPPING DRIVEWAY 32 IN. O.G. 52.0 42.0 52. 61.0 2 0 v z 4 GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUBTABLE ONE OR MORE WALKING SURFACES ARE WITHIN 36" MEASURED 34.0 46.0 51.0 61.0 N = AND BUILDING SITE. Sl-OGKPILE ALL � 24 IN. O.G. W FRAMING AND ROUGH CARPENTRY EXTERIOR EXPOSED METAL- MINIMUM FIREPLACE DOORS HORIZONTALLY AND IN A STRAIGHT LINE OF GLAZING I6 IN. O. G. 40.0 53.0 66.0 19.0 Z ly ~ EXCAVATED MATERIAL. NEW AND R as O EXISTING BACK FILL MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWO -FIREPLACES MUST BE PROVIDED 508.4.4- GLAZING IN GUARDS AND RAILINGS FULL GROUT 55.0 15.0 95.0 115.0 1L to Ul � IL Z TOPSOIL ARE TO BE FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOATS EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R305.4.5- GLAZING AND NET SURFACES- BATHTUBS, SHOWERS WHEREEli FIR-SOUTH SELECT STRUCTURAL. ALL ALL MATERIAL SHALL BE OF BEST AS REQUIRED BY THE FIREPLACE THE BOTTOM EXPOSED EDGE OF GLAZING 15 LE55 THAN 60 INCHES DENSITY OF UNIT (125 PGF)- SEE ASCE STANDARD - MINIMUM DESIGN DESIGNATION FOR STRUCTURAL N (NV N N TREE ROOTS, ROCKS AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT & CONSTRUCTION PROVISIONS OF THE MEASURED VERTICALLY ABOVE ANY STANDING OR WALaDENSITY OF UNIT (135 PGF) LOAD FOR BUILDING STRUCTURES AND GING COMPONENTS THAT ARE OF O r N tt WITH MASONRY SHALL BE AGQ. ALL LAMBERT, DUTCH BOY. GABOTS, different dead load OTHER STRUCTURES -A5GE1-I6 Q UNSUITABLE FOR BACK FILL MATERIAL BUILDING CODE OF NEW YORK STATE, SURFACE TRUSS TYPE CONSTRUCTION III � � � O N p EXTERIOR SHEATHING SHALL BE I/2 MGKLU5KY5 OR APPROVED EQUAL. THE RESIDENTIAL CODE OF NEW YORK - 8508.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS- GLAZING values for differ (PGF) 2 STROKE m SHALL BE REMOVED FROM THE SITE. O O PROTECT ALL TREES WITHIN EIGHT GDX DOUGLAS FIR PLYWOOD. CONTRACTOR IS TO PROVIDE STATE OR THE NEW YORK CITY WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING 15 LE55 THAN SOLID CONCRETE MASONRY UNIT WYTHE5: FEET OF THE BUILDING-. PROPER SUB-FLOORS TO BE 5/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, A5 APPLICABLE. 56" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF WYTHE5 THIGKNE55 (IN mm) 4 6 5 1 10 12 111711 # APPROVALS MUST BE OBTAINED PLYWOOD EXTERIOR SHEATHING TO FOR ARCHITECT'S AND/OR OWNERS 5TAIRWAY, LANDING BETWEEN FLIGHTS OR STAIRS OR RAMPS DENSITY OF UNIT (105 PGF) FLOOR FRAMING, INCLUDINGDENSITY OF UNIT (155 PGF) a.0 51.0 69.0 51.0 105.0BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. SERVICE WATER HEATING: -GLAZING 36" OR LESS MEASURED HORIZONTAL!Y FROM THE GIRDERS AND BEAMS 55.0 60.0 51.0 102.0 124.0 WORK. WRAP OR APPROVED EQUAL. BLOCK -WATER HEATERS WITH VERTICAL WALKING SURFACE DEN5ITYOF UNIT (155 PGF) 41.0 4.0 51.0 110.0 133.0 ROOF FRAMING STUD WALLS AT I/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP 8308.4.7 GLAZING ADJACENT TO THE BOTTOM STAIR LANDING 9LJ "FR" FLOOR AND ROOF FRAMING AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION R702.5.2. ON BOTH THE INLET AND THE OUTLET - WHERE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN WEIGHTS OF MASONRY INCLUDE MORTAR BUT NOT PLASTER. FOR STANDARDS AND CODES CONCRETE BLOCK PLASTER, ADD 5 Ib/ft2 FOR EACH FACE PLASTERED. VALUES SAMPLE - TITLE 19 NYGRR PART 1265.4 ALL CONCRETE BLOCK 15 TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R102.5.6 OF THE NEW YORK UNLESS THE WATER HEATER HAS AN A 60" HORIZONTAL ARE LESS THAN 180 DEGREES FROM THE BOTTOM GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A PLACE ENGINEERED WOOD PLACARD lu AND DIAGONAL BRACING OF FLOOR STATE RESIDENTIAL CODE. GYPSUM INTEGRAL HEAT TRAP OR IS PART OF TREAD NOSING ON OR ADJACENT TO ELECTRICAL METER BOX DUR-O-WALL REINFORCING EVERY CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. v THIRD COURSE. FILL TOP COURSE JOISTS AT 5' O.G. MAXIMUM AND WALLBOARD APPLICATION SHALL BE A CIRCULATING SYSTEM. Z m SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL TAPE JOINT SYSTEM. ALL GYPSUM -INSULATE CIRCULATING HOT WATER NOTE: WINDOW FALL PROTECTION TO BE PRO`/iur_0 ,, \\ PORTLAND GEMENT, ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. BOARD TO BE 1/2" ON WALLS AND 1/2" PIPES TO THE LEVELS ON TABLE I. FOR ALL WINDOWS AS PER 2020 RESIDENTIAL CODE OF NEW YORK STATE 5ECTION R505.1 V ll-I TRUss DSS I GSI TION 51ON Z PUTTY, AND SIX PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBLED ON CEILIN05 UNLESS OTHERWISE PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO INDICATED. FINISH JOINTS, J-BEADS. CIRCULATING HOT WATER SYSTEMS: 2020 RESIDENTIAL CODE OF NEW YORK STATE 5ECTION R312.2 MINIMUM HEIGHT- CEILING- HABITABLE SPACE, HALLWAYS AND SCALE: NTS -Z PARTS SAND. END OF STUDS. LAP GAP PLATES AT NAIL DIMPLES, CORNERS AND EDGES -INSULATE CIRCULATING HOT WATER PORTION OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A \ CORNERS. WHERE FLUSH FRAMING 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 CEILING HEIGHT OF NOT LE55 THAN 7 FEET. BATHROOMS, TOILET1- CONCRETE OCCURS, USE MIN. 166A. SHEET METAL GOATS OF JOINT COMPOUND. ALLOW WINDOW OPENING 15 LOCATED LESS THAN 24 INCHES ABOVE THE ROOMS, LAUNDRY ROOMS SHALL HAVE A CEILING HEIGHT OF NOT ^, Y Z NO CONCRETE OR MASONRY WORK J015T HANGERS BY "TECO" OR 24 HOURS TO DRY BETWEEN GOATS. HEATING AND COOLING PIPING FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE FINISH GRADE LE55 THAN 6 FEET 8 INCHES (Y SHALL BE DONE DURING APPROVED EQUAL. ALL CORNERS TO FINAL GOAT TO BE SANDED SMOOTH. INSULATION: OR SURFACE BELOTHE EXTERIOR OF THE BUILDING EXCEPTION: .^ \ W TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS METAL CORNER BEAD TO BE USED ON -HVAC PIPING CONVEYING FLUIDS -THE OPERABLE WINDOW SHALL COMPLY WITH: I. FOR ROOMS WITH SLOPED CEILINGS THE REQUIRED FLOOR INSULATION THICKNESS IN INCHES I: MINIMUM INSULATION THICKNESS CHHEPIPE SIZES S BY FOR CIRCULATING HOT WATER PIPES V 1 O AND FALLING. NO CONCRETE SHALL SHALL BE MINIMUM 2/2X6 UNLESS ALL OUTSIDE CORNERS AND AROUND ABOVE 105°F OR CHILLED FLUIDS OPERABLE WINDOW THAT ARE PROVIDED WITH WINDOW AREA OF THE ROOM SHALL HAVE A CEILING HEIGHT OF NOT BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING ALL OPENINGS. BELOW 55°F MUST BE INSULATED TO OPENING CONTROL DEVICES THAT COMPLY WITH 5E0. 8312.2.2 LE55 THAN 5 FEET AND NOT LE55 THAN 50 PERCENT OF THE HEATED WATER NON-CIRCULATING RUNOUT5 CIRCULATING MAINS AND RUNOUT5 Q V n, ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS SHALL THE LEVELS IN TABLE 2. REQUIRED FLOOR AREA SHALL HAVE A CEILING HEIGHT OF NOT TEMPERATURE (F) UP TO I UP TO 1.25 1.5 TO 2.0 OVER 2 U-I x 1L WITHOUT WRITTEN PERMISSION OF THE BE 5 1/2". USE DOUBLE JACK STUDS ELECTRICAL 1 ' ARCHITECT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ALL WORK SHALL COMPLY WITH THE 85TM F WINDOW OPENING CONTROL DEVICES- SHALL COMPLY WITH LESS THAN 7 FEET (- ASTM F2090 2. THE CEILING HEIGHT ABOVE BATHROOM AND TOILET ROOM 170-180 0.5 1.0 1.5 2.0 (� MIN. 5,500 P.S.I. AT 25 DAYS $ 4,000 LENGTH. NATIONAL ELECTRICAL CODE AND ALL NOTES: THE WINDOW OPENING DEVICE AFTER OPERATION TO RELEASE THE FIXTURES SHALL BE SUCH THAT THE FIXTURE IS CAPABLE OF 140-160 0.5 0.5 1 1.0 1.5 O O PSI FOR GARAGE SLAB. PROVIDE ALL STATE, LOCAL, AND UTILITY COMPANY I. OBTAIN ALL PERMITS PRIOR TO CONTROL DEVICE ALLOWING THE WINDOW TO FULLY OPEN, SHALL NOT BEING USED FOR ITS INTENDED PURPOSE 100-130 t 0.5 0.5 0.5 1.0 SLEEVES AND FOUNDATION VENTS AS NOTE: CODES AND REGULATIONS. ALL THE START OF WORK. REDUCE THE NET CLEAR OPENING AREA OF THE WINDOW UNIT TO N REQUIRED BY NYS CODE. UNLESS FOUNDATIONS CHAPTER 4 DESIGN CIRCUITS SHALL BE MINIMUM 15 AMP. LE55 THAN THE AREA REQUIRED BY SECTION R510.2.1 O �- INDICATED, ALL FOUNDATION BASED UPON PRESUMPTIVE LOAD POWER WIRING SHALL BE MINIMUM 14 2. ALL BEDROOM TO BE PROVIDED TABLE 2: MINIMUM INSULATION THIGKNE55 FOR HVAC PIPES BEARING VALUES OF SANDY GRAVEL AWG. CONVENIENCE OUTLETS SHALL FOOTINGS ARE TO BE A MIN. 5" DEEP WITH ROD 8 SHELF, ALL LINEN OL w , � z PROJECTING 6" ON EACH SIDE OF THE AND/OR GRAVEL AT 2000 LBS PER BE LOCATED 12" ABOVE FINISHED CLOSETS TO BE PROVIDED WITH 5 PIPING 5Y5TEM FLUID TEMP.I INSULATION THICKNESS IN INCHES BY PIPE SIZE �/ QQ FOUNDATION WALL. PROVIDE TWO #4 SQUARE FOOT. CONTRACTOR TO FLOOR UNLESS OTHERWISE INDICATED. ROWS OF SHELVES. TYPES RANGE (F) 2" RUNOUT5I" AND LESS 1.25" TO 2"1:2.5" TO 4" � Q DEFORMED BARS CONTINUOUS IN THE CONSULT ENGINEER IF DIFFERENT 501L ALL SWITCHED TO BE LOCATED 36" HEATING SYSTEMS FOOTING. ALL 4" THICK CONCRETE MATERIALS ARE FOUND UPON ABOVE THE FINISHED FLOOR UNLESS 5. DOOR TRIM AND BASE MOLDING SLABS TO HAVE 6X6 10/10 WELDED EXCAVATION OR TEST HOLE, FOR OTHERWISE INDICATED. SUPPLY TO MATCH EXISTING LOW PRE55URE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 ALTERNATIVE FOOTING AND RECOMMENDED LAMPS IN ALL w WIRE REINFORCING. ANCHOR BOLTS IN LOW TEMPERATURE 120-200 0.5 I.O LO I.5 � ^ r FOUNDATION WALL DESIGN FIXTURES. 4. ALL BATHROOM FIXTURES AND lYl p \SAI CONDENSATE 12" AT MAX. 5' 0.0. PROVIDE BITUMEN O ti CONCRETE SHALL HOOKED X FAUCETS TO BE SUPPLIED BY OWSTEAM OWNER (FEED WATER) ANY 1.0 LO 1.5 2.0 N N z PTUAND INSTALLED BY CONTRACTOR EXPANSION JOINTS BETWEEN SLABS NOTE: ALL NON-ENGINEERED LUMBER COOLING SYSTEMS 4 < O AND FOUNDATION WALLS. TO BE DOUGLAS FIR #2 OR BETTERO z 5. FINISHES TO BE SUPPLIED CHILLED WATER, REFRIGERANT 201-250 1.0 1.5 1.5 2.0 to 3 BY OWNER AND BRINE 120-200 0.5 1.0 11.0 1.5 Jj 0 0 � o