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Home My WebLink About51375-Z of souryOlo Town of Southold * * P.O. Box 1179 co 53095 Main Rd 4rCOUNn�,�� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46188 Date: 05/22/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 200 Grove Dr Southold, NY 11971 Sec/Block/Lot: 80.4-19.1 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/12/2024 Pursuant to which Building Permit No. 51375 and dated: 11/13/2024 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: Addition and alterations, including sunroom, to existing single family dwelling as applied for. The certificate is issued to: Taylor Living'Trust Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51375 5/6/2025 PLUMBERS CERTIFICATION: utho i ed S gnature 0?So�ryo TOWN OF SOUTHOLD BUILDING DEPARTMENT ' a TOWN CLERK'S OFFICE �o`rcDowl' 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#: 51375 Date: 11/13/2024 Permission is hereby granted to: Taylor Living Trust 200 Grove Dr Southold, NY 11971 To: Construct additions and alterations to an existing single-family dwelling to demolish the existing sunroom and add a new sunroom addition as applied for. Premises Located at: 200 Grove Dr, Southold,-NY 11971 SCTIVI#80.4-19.1 Pursuant to application dated 09/12/2024 and approved by the Building Inspector. To expire on 11/13/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Addition&Alteration $44S.00 CO-RESIDENTIAL $100.00 Total $545.00 Building Inspector O�*OF SO!/l�Ql � o Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q �► • �o Jamesh southoldtownny.gov Southold,NY 1 1 97 1-0959 COU %�� BUILDING DEPARTMENT s TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Taylor Living Trust Address: 200 Grove Drive city:Southold st: New York zip: 11971 Building Permit#: 51375 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Interphase Electrical Electrician: Raymond.Nestro License No: ME-56831 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service t ph Heat Duplec Recpt 9 Ceiling Fixtures 1 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 8 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 11 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights 27ft Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches Q 4'LED Exit Fixtures Sump Pump Other Equipment: 1 fridge,1 oven,1 dishwasher,1 micro Notes- ROOM EXTENSION Inspector Signature: Date: May 6, 2025 200 grove dr OP SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 >II - INSPECTION ATION 1 ST/ REBAR [ ] ROUGH PLBG. [ OUNDATION 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 [ ] RENTAL REMARKS: l DATE )v INSPECTOR OE SOUTyo� - - - J I # TOWN OF SOUTHOLD BUILDING DEPT. "you 631-765-1802 INSPECTION [. ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ v] 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: i of DATE INSPECTOR OE SOGIyO� S l 3 7 # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] 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/O [ ] RENTAL REMARKS: 1 Podgy. ,u--� -5 L'ov� DATE a INSPECTOR pE SOUIyOIo * # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] GH PLBG. [ ] FOUNDATION 2ND [L INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ I.- FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE '� ti INSPECTOR SOUTyO� 5 6 \Y l 5 oC oo (si (?C)e, Vr. # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] 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 [ ] RENTAL .REMARKS: Lom, �P. tX e vt5 l 0 61 0 v DATE < 0 INSPECTOR pP SOOTyO6 # * TOWN OF SOUTHOLD BUILDING DEPT. °`y�a�►�,� .631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING /STRAPPING IV .FINAL - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [- ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 41A INSPECTOR. W/4 Rocket Insulation,, LLC (367) 61 PROPOSAL 40 Haynes Court Ff Suffolk County: HI-62712 RONKONKOMA,NY 11779 duo Town of East Hampton: 8303-2014 a JIM. Office: 631-750-9075 Town of Southampton L006838 www.rocketsprayfoam.com Nassau County 151403 rocket.insulation@installed.net Job Name 200 Grove Dr,Southold, NY i�97fl-, , rl Customer Address In" b Gh l W iL Rockfish Custom Builders Job Address 200 Grove Drive 200 Grove Drive SOUTHOLDNY 11971 F E 8 5 2025 SOUTHOLD, NY 11971 Contacts: Doug Job: 7213268 Date: 02/03/2025 Phone: 516-316-3290 Phone: Email: RockrishCustomBuilders@gmaii.com Workarea Inventory Item , The Contractor proposes to furnish all fisted materials and labor for the completion of the following job specifications: Phase: 18025473 200 Grove Dr,Southold, NY 11971 Roof Rafters BASF Walitite Max Closed-Cell 3" R-22.20 Exterior Walls BASF Walltite Max Closed-Cell 2" R14�80 -Chawlspace(3 Walls) I Phase: 18025491200 Grove Dr,Southold,NY 11971 2X6 Exterior Walls R-19 15 If x 93" - Kraft- Wood Framing Crawl Space Ceiling W/Insulption Supports R-30 16"-x 48" - Kraft- Wood Framing Air Seal - Seal Seams & Edges Of Plywood Exterior CF812 Foam Sealant Walls Fire Caulking Intumescent 814, Rockwool FS-ONE Max Firestop Sealant (20 oz. Foil) Foam Seal Door And Windows CF812 Foam Sealant Roof Rafters R-19 16" x 96" - Unfaced - Metal Framing We propose hereby to furnish material&labor-complete in accordance with the above specifications,for the sum of: $4,320.00 Terms:Rocket Insulation,LLC requires a signed agreement and a SO%deposit prior to job start.Deposit must be received no later than one business day prior to start date. All material will be as provided In the attached description.All work will be completed In a workmanlike fashion In accordance with the standards of the Industry.Any alteration or deviation from the above specifications Involving extra costs will be executed only upon written orders and will become an extra charge over and above the estimate(s).All agreements are contingent upon strikes,accidents,acts of God or delays beyond our control.Owner to carry fire and tomado Insurance and other insurance that may be required by law.Our workers are covered by workers'compensation Insurance to the extent required by law. We do not warrant against and shall not be liable for any damage or Injury,including but not limited to mold accumulation,when due to any of the following causes:the fallure of the builder or contractors (other than our Company)to follow the Instructions and specifications of the Insulation manufacturer,faulty or Improper Installation or maintenance of drywall or other wall covering;use of accessories or wall preparation materials that do not properly receive the Insulation;and compliance with applicable building codes or other government regulations relating to surface preparation,wall coverings,required materials or mandatory procedures. ANY WARRANTIES IMPLIED BY LAW,SUCH AS THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE,ARE HEREBY EXPRESSLY DISCLAIMED.WE SHALL NOT BE LIABLE FOR ANY CONSEQUENTIAL DAMAGES OR INCIDENTAL DAMAGES for breach of any warranty associated with the Insulation.Our liability shall In no event exceed the cost of the materials set forth herein.We cannot and shall not be liable to you for the breach of any other express warranties,such as those given to you by other dealers,contractors,applicators,distributors or manufacturers.Your exclusive remedy with respect to defective materials provided by us shall be repair or replacement,at our option,of the defective materials. ASK FOR US ON YOUR NEXT FOUNDATION WATERPROOFING 02/03/2025 Page 1 of 2 •��. •�1 l ` ''l �� ` .. I ��, .. f �raw..- -�....s.�.Y„R. y � �� •S�p�. i`j -� - ,�. � 1 � �1.�J.i ��..��141'. �. ♦ i.�4 m �yz�� A 14 • OEa 2 7 2924- ap _r • } �- `t A Js'»�...'� �, 2.' K. '. 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Y } i .i I Yam' i l l,� S i 5 k a:?. f� t 4 ei yy t �S c i� yy Kr e� ayy�X ' n1� •'��.( .,-+ram.• ^ $ t4 \ f r _ IK 1 F*rp, .f u. ut t i y u _ _. +.t '.per y�''Sw�d!. �.�, a � � -�,�� ,��i� • - �. :'�• �• �`��4 ^ � `x �_ • •.ra •fie. - ,* °+\. . - • a i lip • ,.�, "'�tl �� .•gyp ` �� ' � � � �'��. ":i. .. r Vol P V � SayT rt i v r* x 4 i Irs S� J i ' t <,z ... .. _. an.. i� + �e� i o r. �.r (�4 ► a r 1 '�'"" r � � a 4f ar film rz Rpm7 r I ! 4 F E B - 5 2025 ,el . 1 i t Ir tot W, Pori „ I F E B - 5 2025 or f 'yam'. may+ lk ��' r ►�. i °r - ft AV y ,M Aik �t.JI n de Bruin Engineering P.C. VI Civil Engineering & Construction Management October 29, 2024 Ms. Tracey Dwyer Southold Department of Buildings 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Taylor Residence 400 Grove Drive Southold NY Dear Ms. Dwyer, As per yours, please find the attached 2018 IECC Rescheck. I am certifying the proposed work complies with 2020 Residential Code of NYS, the design criteria for the wind speed will meet the required 130 mph wind speed and that windborne debris protection panels will be provided. _ Sincerely`yoUrS, ��`' .M• CAz y�J Ci Y " aymo d M. Calamari,.RA 1400 Old Country Road Suite 106 Westbury • New York • 11590 • T: 516.513.1313 FIELD INSPECTION REPORT DATE A COMMENTS �y� o FOUNDATION (1ST) _ a ------------------------------------ FOUNDATION (2ND) rn z _ O ROUGH FRAMING& O PLUMBING Y d 0ID r r� INSULATION PER N.Y. STATE ENERGY CODE MA06 ow FINAL ADDITIONAL COMMENTS cL - � Z rn ►o O � z d b y �o�9�FF0(,�coG TOWN OF SOUTHOLD—BUILDING DEPARTMENT H z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 oy • Telephone(631) 765-1802 Fax(6.31)765-9502 hMs://www.southoldtowiinygov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D EC E 1 W E PERMIT NO. 512 Y15 Building Inspector: S E P 2 2024 Applications and forms must be fiiled'out in their'entirety. Incomplete: applications will:not be accepted"Where'the Applicant,is not the owner,an (Building Department owner's Authorization form(Page 2);shall be completed: Town of Southold Date: 8/13/2024 OWNER(S)OF PROPERTY. Name: Taylor Living Trust (Susan Taylor) sCTM#s000-080.000-04.00-019.001 Project Address: 200 Grove Drive, Southold NY 11971 Phone#: 703-945-4386 Email: sdetaylor@verizon.net Mailing Address: 200 Grove Drive, Southold NY 11971 CONTACT PERSON Name:DOug Herrmann Mailing Address:1565 Reydon Drive, Southold NY 11971 Phone#:516-316-3292 Email:rockfishcustombuilders@gmaiLcom _ DESIGN PROFESSIONAL INFORMATION . Name:Brian Davis Mailing Address:2162 Main Street, Glastonbury CT 06033 Phone#:860-508-6312 Email:briandavis briandavisartandarchitecture.c CONTRACTOR INFORMATION: . Name:Rockfish Custom Builders Mailing Address:1565 Reydon Drive, Southold NY 11971 Phone#:516-316-3292 F! aa�,Tqqkfishcustombullders@gmaiLcom .DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure MAddition DAlteration [Repair RDemolition Estimated Cost of Project: ❑Other $140,000 Fill the lot be re-graded? ❑Yes ©No Will excess fill be removed from premises? ❑Yes ©No 1 PROPERTY.INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes NNo IF YES, PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/design professional Is responsible for all"drainage and storm waterissues-as provided by Chapter 236 of the Town,Code. APPLICATION IS HEREBY MADE to the Building:Department for the Issuance of a'Building Permit pursuant to the Building Zone Ordinance of the.Town of Southold,;Suffolk,County,New York and other applicable Laws,Ordinances.or Regulations,for the construction of buildings, additions,alterations or for removal,ordemolition as herein described.Theapplicantagreesto comply with'all applicable laws,ordinances,building code,` housing code and regulations and to admit'authorized inspectors on premises and"in buildings)for necessary inspections.False-statements made herein are, punishable as a Class A misdemeanor pursuant to,Section,210.45`of the New York State Penal Law, Application Submitted By(print name):Susan Taylor ❑Authorized Agent ©Owner Signature of Applicant:..>a.,--, Date:8/14/2024 STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Susan Taylor being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this C D- day of�< �� ,20-Lq .,, Notary Public �••'° 50 - .•�PG,�''�, rA PROPERTY OWNER AUTHORIZATION lip; (Where the applicant is not the owner) •L��'�+ •.• ��? ,.• O I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 JAN . 1 3 2025 OS�¢FQj�.c BUILDING DEPARTMENT- Electrical InsftRding Depaltrine>ttt TOWN OF SOUTHOLD ?own of Southold CO Town Hall Annex- 54375 Main Road - PO Box 1179 a • Southold, New York 11971-0959 'y O� Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(@-southoldtownny.gov— seand ansoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION _ ELECTRICIAN INFORMATION (All Information Required) Date: 1/6/25 Company Name: Interphase Electrical Corporation Electrician's Name: Raymond Nestro License No.: ME-56831 Elea email:Rnestro@interphaseelec.com Elec. Phone No: 5166684033 D I request an email copy of Certificate of Compliance Elec. Address.: 79 Rocklyn Ave Lynbrook NY 11563 JOB SITE INFORMATION (All Information Required) Name: Sue Taylor Address: 200 Grove Drive Cross Street: Phone No.: 703-945-4386 Bldg.Permit#: 51375 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1 room Extention Square Footage: T400 Circle All That Apply: Is job ready for inspection?: .❑ YES❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 0 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #.Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 FJ2 R H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Pd � 100rc,W10913'D RI; b Lr, U V IS J AN. 1 3 2025 S�FF0;,1► BUILDING DEPARTMENT- Electrical InspMtftg Department TOWN OF SOUTHOLD Town of Southold ti Town Hall Annex -54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh(cDsoutholdtownny.aov — seand(a,southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/6/25 Company Name: Interphase Electrical Corporation Electrician's Name: Raymond Nestro License No.: ME-56831 Elec. email:Rnestro@interphaseelec.com Elec. Phone No: 5166684033 01 request an email copy of Certificate of Compliance Elec. Address.: 79 Rocklyn Ave Lynbrook NY 11563 JOB SITE INFORMATION (All Information Required) Name: Sue Taylor Address: 200 Grove Drive. Cross Street: Phone No.: 703-945-4386 BIdg.Permit#: 51375 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1 room Extention Square Footage: 400 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES 1 NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[]Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Pd 1 UU rCC 410 9 ►D5 PERMIT# Address: Switchesltft—tH4--�. Outlets w L( GFI's ILI Surface l Sconces t Il` H UC Lts Fridge l HW POOL Fans Mini Fr. WAD Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro t GrbDis Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Cooktop M.inisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have, Used Comments 0q I Generated by REScheck-Web Software C�J( Compliance Certificate Project Taylor Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: N/A All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false v Construction Site: Owner/Agent: Designer/Contractor: 200 Grove St. Susan Taylor Raymond Calamari Southold,NY 11971 200 Grove St. deBruin Engineering Southold,New York, NY 11971 1400 Old Country Rd 5165217939 Westbury,NY 11590 RCALAMARI@DEBRUINENGINEERIN 5165217939 G.COM RCALAMARI@DEBRUINENGINEERIN G.COM iCompliance: Passes using UA trade-off Compliance: 13.6%Better Than Code Maximum UA: 125 Your UA: 108 Maximum SHGC: 0-.40 Your SHGC: 0.65 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling:Cathedral Ceiling 485 40.0 4.0 0.023 0.026 11 13 Wall:Wood Frame,16"o.c. 603 4.0 0.047 0.060 22 28 Window:Wood Frame 135 0.280 0.320 38 43 SHGC:0.05 2 Floor:All-Wood joist/Truss 390 30.0 0.0 0.033 0.047 13 18 Crawl Wall:Solid Concrete or Masonry Wall height:5.0' 390 10.0 10.0 0.069 0.065 24 23 Depth below grade:2.5' Insulation depth:4.0' Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 1 of10 .0Generated by REScheck-Web Software 8/' Compliance Certificate Project Taylor Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Project SubType: None Climate Zone: 4 '(5572 HDD) Permit Date: Permit Number: N/A All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 200 Grove St. Susan Taylor Raymond Calamari Southold, NY 11971 200 Grove St. deBruin Engineering Southold, New York, NY 11971 1400 Old Country Rd 5165217939 Westbury, NY 11590 RCALAMARI@DEBRUINENGINEERIN 5165217939 G.COM RCALAMARI@DEBRUINENGINEERIN G.COM Compliance: Passes using UA trade-off Compliance: 23.6%Better Than Code Maximum UA: 125 Your UA: 108 Maximum SHGC: 0.40 Your SHGC: 0.05 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling: Cathedral Ceiling 485 40.0 4.0 0.023 0.026 11 13 Wall:Wood Frame, 16"o.c. 603 4.0 0.047 0.060 22 28 Window:Wood Frame 135 0.280 0.320 38 43 SHGC: 0.05 Floor:All-Wood Joist/Truss 390 30.0 0.0 0.033 0.047 13 18 Crawl Wall: Solid Concrete or Masonry Wall height: 5.0' 390 10.0 10.0 0.069 0.065 24 23 Depth below grade: 2.5' Insulation depth: 4.0' Project Title:Taylor Residence Report date: 12/04/24 Data filename: .Page 1 of10 Y Compliance Statement, The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with ithe permit application:The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mar6aymd ni tinmmant� '' in the REScheck Inspection Checklist. RAYMOND M. GALAMARI, RA 12-4-24 Name-Title S Date .Calamari,RA D C c i z 1 :t Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 "documentation demonstrate ❑ [PR1]1 energy code compliance for the Does Not. 00 ,building envelope.Thermal ❑Not Observable ienvelope represented on []Not Applicable ;construction documents. 103.1, ;Construction drawings and ❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for ❑Not Observable [PR3]1 ;lighting and mechanical systems. p� "Systems serving multiple ❑Not Applicable "dwelling units must demonstrate ;compliance with the IECC :Commercial Provisions. 302.1, ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 .sized per ACCA Manual S based I Btu/hr Btu/hr UDoes Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: I G Manual J or other methods Btu/hr Btu/hr ❑Not Observable , approved by the code official. ;❑Not Applicable M Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taylor Residence Report date: 12/04/24 Data filename: Page 3 of10 Section Plans Verified Field Verified # Foundation Inspection,' Value Value Complies? Comments/Assumptions. & Req.ID 402.2.11 Unvented crawl space wall R- R- ;❑Complies ;See the Envelope Assemblies [F07]1 insulation R-value. R_ R_ :❑Does Not ;table for values. Q ❑Not Observable ❑Not Applicable 303.2 Unvented crawl space wall 10complies [F08]1 insulation installed per IE]Does Not v manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.11 ;Unvented crawl space continuous ❑Complies [F09]1 :vapor retarder installed over ❑Does Not CJ :exposed earth,joints overlapped by 6 in.and sealed,extending at ❑Not Observable least 6 in. up and attached to the ❑Not Applicable wall. 402.2.11 Unvented crawl space wall in. in. ;❑Complies ;See the Envelope Assemblies [FO10]1 insulation depth of burial or :❑Does Not ;table for values. U ;distance from top of wall. ;❑Not Observable ; ❑Not Applicable 303.2.1 �A protective covering is installed IE]Complies [F011]z to protect exposed exterior a ❑Does Not Insulation and extends a minimum of 6 in, below grade. ❑Not Observable ; ❑Not Applicable 403.9' Snow-and ice-melting system ❑Complies [FO12]z controls installed. ❑Does Not v ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taylor Residence Report date: 12/04/24 Data filename: Page 4 of10 Section plans Verified Field Verified' # Framing/Rough-In Inspection Complies? Comments/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 ❑Not Applicable 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 :are determined in accordance ❑Does Not v ;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 ; [FR23I1 installed per manufacturer's ❑Does Not instructions. ❑Not•Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 !is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA101/I.S.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable i limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not Sand labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable i ❑Not Applicable 403.3.1 ;Supply and return ducts in attics []Complies [FR12]1 :insulated >= R-8 where duct is []Does Not >= 3 inches in diameter and >_ ❑Not 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 [FR13]1 :boxes are sealed with ❑Does Not U ;joints/seams compliant with ❑Not Observable ;International Mechanical Code or International Residential Code, as ❑Not Applicable ; applicable. 403.3.5 _ Building cavities are not used as ❑Complies ; [FR15]3 . ducts or plenums. ❑Does Not 1A - ❑Not Observable ❑Not Applicable 403.4 iHVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]2 I above 105°F or chilled fluids ! :❑Does Not !below 55°F are insulated to>_R- p} 3 ;❑Not Observable I ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 1 piping. ❑Does Not U ❑Not Observable ❑Not Applicable 403.5.3 J Hot water pipes are insulated to R- R- ;❑Complies [FR18]2 R-3. :❑Does Not I❑Not Observable r ❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies [FR19]2 }installed on all outdoor air ❑Does Not !intakes and exhausts. ❑Not Observable i ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 5 of10 Additional Comments/,Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 1,3'1 Low Impact(Tier 3) Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies7 Comments/Assumptions & Req.ID 303.1 'All installed insulation is labeled ❑Complies [IN13]2 !or the installed R-values ❑Does Not provided. ❑Not Observable G ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ; ❑ Steel ❑ Steel leJ � ,❑Not Observable , ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies 402.2.8 :manufacturer's instructions and ❑Does Not [IN211 in substantial contact with the u ;underside of the subfloor, or floor ❑Not Observable 'framing cavity insulation is in ❑Not Applicable :contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing members. 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 [IN311 ',exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable CO :requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies [IN411 manufacturer's instructions. ❑Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 7 of10 Section . Plans Verified Field Verified #. - Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value Value 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable [lI]1 ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies 303.2 ;manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable IE]Not Applicable 402.2.3 - 'Vented attics with air permeable ❑Complies [FI22]2 "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 [FI3]1 :insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50= ;❑Complies [FI17]1 ach in Climate Zones 1-2, and ;❑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 [F127]1 :determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ;❑Not Observable pressure differential of 0.1 inch ;❑Not Applicable w.g. across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ' handler enclosure. ; 403.3.4 ;.Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies [FI4]1 cfm/100 ft2 across the system or ftz ftz :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa.,For rough-in :❑Not Observable I tests,verification may need to ; ;❑Not Applicable occur during Framing Inspection. ; 403.3.2.1 ;Air handler leakage designated ❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Flg]2 installed for control of primary ❑Does Not heating and cooling systems and 3 initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed .. 4', ❑Complies [FI10]2 on heat pumps. ❑Does Not 3 - • - ❑Not Observable , ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies [Fl11]2 d systems have automatic or ❑Does Not ;accessible manual controls. i ❑Not Observable ; } IE]Not Applicable j 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 All mechanical ventilation system ❑Complies [F125]2 tifans not part of tested and listed []Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R 11403.6.1. ❑Not Applicable 403.2 ,Hot water boilers supplying heat ❑Complies [FI26]2 5through one-or two-pipe heating ❑Does Not systems have outdoor setback ❑Not Observable control to lower boiler water ; 'temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 ,Heated water circulation systems ❑Complies [F[28]2 have a circulation pump,The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply []Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are j not present.Controls for i circulating hot water system pumps start the pump with signal ]for hot water demand within the soccupancy.Controls automatically turn off the pump ;when water is in circulation loop +is at set-point temperature and no demand for hot water exists. ] 403.5.1.2' Electric heat trace systems ❑Complies [FI29]2 i comply with IEEE 515.1 or UL ❑Does Not }515.Controls automatically adjust the energy input to the [:]Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the . piping. 403.5.2 ;Demand recirculation water ❑Complies [F130]2 Ssystems have controls that ❑Does Not ;manage operation of the pump and limit the temperature of the ❑Not Observable 'water entering the cold water ❑Not Applicable piping to <= 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies [F[31]2tested in accordance with CSA ❑Does Not ?B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units< 2 psi for ; individual units connected to (three or more showers. 404.1 '90%or more of permanent ❑Complies [FI6]1 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable ' ❑Not Applicable 404,1.2 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not k , ❑Not Observable ❑Not Applicable 401.3 ,Compliance certificate posted. ❑Complies [FI7]2 3 ❑Does Not I ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection-Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 . Manufacturer manuals for ❑Complies [FI18)3., mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title:Taylor Residence Report date: 12/04/24 Data filename: Page 10 of10 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 23.00 Below-Grade Wall 20.00 Floor 30.00 Ceiling / Roof 44.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.05 Door Cooling'Heating & Heating System• Cooling System• Water Heater: Name• Date: Comments PROJECT ARCHITECT: BRIAN DAVIS ART&ARCHITECTURE 2162 MAIN STREET EXISTING NOISE NEW CONSTRUCTION GLASTONBURY,CT 06033 860-508-6312 TO RIDGE h TO RIDGE .TO RIDGE TO PoDGE •70 Y' •7AD ae-7 .7e- It is a violation of Section 7209 of the -- New York State Education Law for any 3'-0'XY'-0'CUPOLA WI 3'-0')&-0'CUPOLA WI person,unless he Is acting under the ImI� LED ROPE LONTING LED ROPE LIGHTING direction of a Ilcensed professional em on this ROOF ASSEMBLY ® ROOF ASSEMBLY drawing tin any to tWay er yittthe drawing Is -30 YR FIB(-RGLl54 SHINGLES -''0 YR FIBERGLASS SHINGLES altered under the direction of a -MOSTURE BARRIER -MOSTURE BARRIER professional engineer,the altering -3'-O ICE SHIELD AT ALL EAVES AND VALLEY: 12 I2 -3-0 ICE 5WELD AT ALL EAVES AND VALETS engineer shall affix his seal to the 12 12 -SIC PLYWOOD SHEATHING ♦ -SIB'PLYWOOD SHEATHING -17d0'ROOF RAFfER916'OO ±le� ±INH -7'XI0'ROOF RAFTERS I6'OO drawing with the notation'altered by' ±16 I0 followed , his signature,the date of alteration,EDIT a specific Oescrtption of the alteration. EXISTING CROWN W1 LID ROPE UGHIING CROWN WI LED ROPE U647MG BEDROOM _ COLLAR BEAM _ COLLAR BEAM SCONCE �• SCONCE WOOD PANELING WOOD PANEING TO PLATE TO PLATE 0 _ __. _ O h TO P14TE _ WALL ASSEMBLY ® ®®® WALL ASSE SHINGLES ®® ®®® \ •�'i 3B0 -MO T� - IIRE BARPoESRN RO MATCH EXISTING CEDAR TO MATCH EXISTING Ill'PLYWOOD SI✓ERING -MOSTIRE"-- 2W WD STUDS 16'OO e -IK PLYW4NG �e -RY9 fBERGlA99 GATT NSLLAnGN L�] YX6'WD 'NG I7 -5/a'GYPSUM BD. R-B FIBERATT INSULATION F.LONG STOOP WI STONE FACING EXISTING -51e'GTPS Nip�SU TO MATCH EXISTING RftST FLOOR ELEVATION KITCHEN SUN ROOM FIRST FLOOR ELEVATION FIRST FLOOR ELEVA710N SUN ROOM DOOR DETAILS FIRST FLOOR ELEVATION ULIGN WT EXISTING) (ALIGN WIT EXIbTNG) (ALIGN Wif EXISTINlJ h _-_ —.. (ALIGN WIT EXISTING) B-0- 0-B 0-0 0-0 FLUOR ASSEMBLY• ;;N FID.'R ASSEMBLY CRAWL LVT FLOORING CRAWL -IBN e14 PLTWOOD FLOORING BUDTmR 3/4'PLYWOOD SFLR - - SPACE -Yw0'a le OC SPACE 2'XIO"R IC OC CRAWL SPACE ELEYAnON EXISTING - - -e'COMPRESSED R-30 FB NSUATON -8'COMPRESSED R-30 PIS NSUI ATON CRAWL SPACE ELEVATION CRAWL SPACE ME IA CRAWL SPACE ELEVATION -410• BASEMENT ----> - .v - _ _ -,•-le• -4•-le• _ ..:. -_:: - _ _. _- _ ___ -4•_IB. ____ J_____L__�__ ____ •. f- Y R-IO RIGID INSULATION - _ - - _ 4'CONIC,SLAB 17"X14'CCNG FOOTING W/7 F5 REBAR _ _ _- I7')04'LONG FOOTING W17 e5 REBAR -- - - - - INSTALL 4'D IE I B GRAVEL UATIN _ - - - - VAPOR BARRIER BELOW RAT SLAB INSTALL 4'D IE 114'GRAVEL WITH VAPOR BARRIER BELOW RAT SLAB -------' - - - - STEP NEW FOOTING TO ALIGN WI BOT. - - _ OF EXSTNG t SUBMITTED FOR FILING 9-9.74 NO. REVISIONS DATE OWNER: //�� SECTION A-A SECTION B-B I j ' I NEW CONSTRUCTION EXISTNG HOUSE a TO PoOGc ti — -SBa h TO RIDGE TO RIDGE TO IDGE CUPOLA WI Y-O'X3-0'CUPOLA WI I LED ROPE LIGHTIG LED ROPE UGIMW- CCNDNu05 RIDGE VENT I ^ ROOF ASSEMBLY -30 YR FIBERGLASS SHINGLES ROOF ASSEMBLY �( -30 Y'R FIBERGLASS SHINGLES Sea -3-010E SHIELD AT ALL EAVES AMID VALLEYS MOISTURE BARRIER INSTALL CONTINUOUS -3-010E SHIELD AT ALL EAVES AND VALLEYS VENTILATION BAFFLES I2 12 -5/8'PLYWOOD SHEATHING -SIB'PLYWOOD SNEAndG 12 12 4T EACH BAT ±I6 _ ±19 -2*X0'ROOF RAFTERS le OC -2'MB'ROOF RAFTERS 16'OC b ±1NB� ±IN3 -- --------- CROWN WI LID TW ROPE UGNG PROJECT: \I CLLARLFDROPELIGHTWG EXISTING TAYLOR RESIDENCE b COLLAR BEAn COLLAR BEAM BEDROOM ADDITION -Sea 200 GROVE DRIVE TO PLANE I _ I TO PLATE TO PLATE T�O PLATE SOUTHOLD,NY 11971 •a-WY _ I TAX MAP M 1000-080.00-04.00-019.001 ® i -50 i WALL ASSEMBLY. WALL ASSEMBLY ®®®® -CEDAR SHINGLES TO MATCH EXISTING -CEDAR S4NCLES TO MATCH EXISTING -MOSTURE 15ARPoER -MOSTURE 15ARPoER DRAWING TITLE: -In'PLYWOOD BNETHING -In'PLYWOOD SN'e cc -R-15 WD STUDS 16'OO RGLA WD STUDS I6'OO -R-19 FIBERGLASS BATT MSILLATION -R-19 FBERGLAS5 BATT NSULATON fln SECTION A-A; -515,GYPSUM BD. -51s'GYPSUM BD. EXISTING SECTION B-B; �;� 4 SECTION C-C; FIRST FLOOR ELEVATION SUN ROOM LA--J-4-' •� I FIRST FLOOR E1EVAnON FIRST FLOOR ELEVATION SUN ROOM KITCHEN (ALISGTN wT EXISTINGITI� SECTION D-D (ALIGN WR EXISTING) \ I (ALIGN UIT EXISTWW (ALIGN WIT EXISTING) _ 0-0 0-0 FLOOR ASSEMBLr FLOOR ASSEMBLr ,/ I -LVT FLOORING -LVT FLOORING L j CRAWL I 314'PLTW SIBFLOOR -314'PLTWOOD CRAWL SCALE: OOD as I I TXIB'b Ib'°C TXI0'M 16'OC _ -S'COMPRESSED R-30 PIS NW.ATIM -8'COMPRESSED SPACE R-30 FB INSULATION SPACE SCALE: 1/4"=1'-0" CRAWL SPACE ElEVATON ! i h CRAWL SPACE FIEVATIQ! _CRAWL.SPACE ELEVATIONIG h EXISTING CRAWL SPACE ELEVATION — _ ---=- -----------------1-----�------- _ BASEMENT --- - 17*)04'CONIC.FOOTING WI 2 c5 REBAR )'R-10 PoGID INSULATION 17704'CONIC,FOOTING WI)95 REBAR 1 INSTALLB R IE 15GRAVEL WITH ' DRAWN BY: —--------- VAPOR BARRIER BELOW RAT 91A9 _______� INSTALL 4•D R BIB GRAVEL WITH VAPOR BARKER BE1DW RAT SLAB - PIS STEP NEW FOOTING TO ALIGN `------- CHECKED BY: WI BOT.OF EXISTING XX FILE NO.: SECTIONC—C SECTION D—D PROJECT NO.: DRAWING NO. 4 u4 4 e 4 8 DATE: ^-A-201 A RO(2d APPROVED AS NOTED DATE !J3-2`{- B.P# 5169 COMPLY WITH ALL CODES OF FEE `� a0 BY: NEW YORK STATE&TOWN CODES AS REQU ED AND CONDITIONS OF NOTIFY BUILDING DEPARTMENT AT s0umT0vmZm 631-765-1802 BAM TO 4PM FOR THE SWTm=RmmW FOLLOWING INSPECTIONS: SINMmium FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING SOUTIlO�DHPC INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEETTHE REQUIREMENTS OF THE CODES OF NEW Blower door YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS and testing q ductwork cL ELECTRICAL INSPECTION REQUIRED Must provide Manuals D,d and S as per NYS Energy Code TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE I PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE ITI GROVE DR. 2162 MAIN STREET At L_= ---R-� :: �3 GLASTONBURY, CT 06033 N IE5019'38" E 1 860-508-6312 R-2�5 ■�,�..•■' It is a violation of Section 7209 of the 20e GROVE DRIVE, SOt THOLD` NY 1 `1911 ■■�■"'r ■ New York State Education Law for any (,� u I person, unless he is acting under the ■ , 1 direction of a licensed professional ' I I ■ architect, to alter any item on this ■ I I ' EXISTING I.5 drawing in any way. If the drawing is altered under the direction of a STORY FRAME professional engineer, the altering ' I ■ engineer shall affix his seal to the I I drawing with the notation "altered by" I , I ■ followed by his signature, the date of EXISTING I alteration, and a specific description c' A-501 SEALING DETAILS 2e,�1 STORY FRAME of the alteration. LI1��' OF DRAUJINGS: j4.92 � A-C*i COVER SHEET - SITE PLAN, LIST OF DRAWINGS, INSULATED AREA DIAGRAM, ZONING INFO. WALKWAY TO A-502 ENERGY CODE DETAILS EXISTING NG A-563 CONNECTION DETAILS 1 A-101 PROPOSED FOUNDATIN PLAN; PROPOSED FIRST FLOOR PLAN; PROPOSED ROOF A-504 CONNECTION DETAILS 2 REMOVED I EXISTING 1 STORY PLAN ; POWER AND LIGHTING PLAN PROPOSED I TO BE REMOVED A-505 CONNECTION DETAILS 3 I A-201 SECTION A-A' SECTION B-B% SECTION C-C; SECTION D-D PAVED A 501 PROPOSED ELEVATIONS; WALL SECTION A-601 SPECIFICATION 1 WALKWAY I I N A-':i00 DETAILS IN A-602 SPECIFICATION 2 o w 2 . . m TM11% Mill LO 4 CONTRACTOR TO PURCHASE cn , ■ EXISTING PVC AND INSTALL (o" X ro" NEW /�� I CONCRETE BRQ PORK FLOOR TRUSS Z C -4ONSTRUCTION SIGN AS MFIl BY MY SAFETY SIGN # K-4359. PLACE SIGN AT THE � ■ I PROPOSED ■ ELECTRICAL METER. f WOOD FRAMED I • LOT I S I ONE STORY I ' ■ �n ADDTITION I N Uhl ��. LOT 18 I �_ NEW CONSTRUCTION EXISTING NOU9E ' LOT 1 1 ■ I i 1 SUBMITTED FOR FILING 9-9-24 TO RIDGE }� TO RIDGE ' I ■ a7 -1 '-------'-----._—_—_— ___----_—_—_ --_---- — -- a I 1 ■ i NO. REVISIONS DATE 23'S,95 I ■ 12 12 • I i� I ■ OWNER: f ±10 I TE TRUE NORTH TO PLA TO PLA `•` ' h I ■ as'-IYTE• •e'-IY• EXISTING '� ■ O o GARAGE N 830 3- 1a ' FIRST FLOOR ELEVATION FlRST FLOOR ELEVATION '� ` ■ (ALIGN WIT EXISTING) � _Y h (ALIGN WIT EXISTING) Lr=Gr=ND. 4.�7' I -III tll_ =a EXISTING 5UILDING CRAWL SPACE ELEVATION h CRAWL SPACE ELEVATION -a'-le' I I ' `I I I -III,, lil III i== I 11 I I =-III I� Ii� IIIII'I IIII I III- III III I II 'I :II II- II I I II II I-I I IU I I NEW 1 STY ADDITION II II.II II II I II' II II -II-III = II I . I i _ .II I 11 _n II II-i'I I II J748 III �I I l i I I II ICI II II -'ll I I I II I I II i nl I 8� II ',I--1 �l II = 'I-- - 1 -III ;,I 'l II II 1 T-III II l_ -'II I - II--= II II-- III III—il' I'I C— PROJECT: INSULATrID AR M A 0 1 I l E6 P L A N TAYLOR RESIDENCE 2 NTS 1 -2@e ADDITION - 200 GROVE DRIVE PROJECT 20 10 0 20 40 SOUTHOLD, NY 11971 NORTH Taylor Residence 200 Grove Dr. TAX MAP #: 1000-080.00-04.00-019.001 Southold, NY 11971 SCALE IN FEET ZONING INFORMATION DRAWING TITLE: ZONE-R-40 SCTM - SITE PLAN; SECTION- 080.000 INSULATED AREA DIAGRAM; BLOCK- 04.00 ZONING INFORMATION LOT- 019.001 SCOPE: Construction of wood framed first floor addition located in the rear yard of the existing residence. SCALE: ITEM PERMITTED/REQUIRED PROPOSED ZONING BOARD REQUIRED MINIMUM LOT AREA 40,000 sf 20,324 sf NO- Preexisting AS SHOWN Lot Width 150' 82.56' NO- Preexisting FRONT YARD 50' 41.76' NO- Preexisting NO- Preexisting - New Work is SIDE YARD 15' 14.92' 37.72'from side yard DRAWN BY: SIDE YARD COMBINED 35' 35.53' NO PIS REAR YARD 50' 86.52' NO i? LIVABLE FLOOR AREA 850 sf 2723 sf NO CHECKED BY: MINIMUM LOT FRONTAGE 40' 97.36' NO MINIMUM PERMITTED DIMENSIONS XX 1 LOT COVERAGE 20 PERCENT OR 4,064 SF 13 PERCENT OR 2,604 SF NO v BUILDING HEIGHT 35' (SLOPE) 22' NO FILE NO.: NUMBER STORIES 2 2 NO 2843 SF (EXISITNG)+390 SF GROSS FLOOR AREA 3,544 SF (NEW)=3233 SF NO PROJECT NO.: DRAWING NO. XONING 1NrV . 3 DATE: "-00 09-013-2024 A l A PROJECT ARCHITECT: A D 2 D -2@1 -2@1 B R I A N DAVIS ART & ARCHITECTURE 2162 MAIN STREET 3'-3 18 11,_5„ 3,_31/-, 6,_2 2_6 1'-0" EAVE (tYP) 18" 11"" G LASTO N B U RY, CT 06033 860-508-6312 ANCHORS AS PER „ INSTALL SHEAR WALL 8" X 16" CRAWL SPACE VENT CONC.WING 2.2 W/ INSECT SCREEN (TYP) WALL AT NEW SIMPSON STRONG TIE ____________________________________ _ _ ! It is a violation of Section 7209 of the r-- --'------� SCONE STAIR PITCH PITCH AND APRON �1 -�--``- -?-"il New York State Education Law for any N -�= _=__=_ ess he is acting under th --------------- -- - ----------- ---- I I person unless e -- I r^ I it-- _ d ecti onofali er licensed pr ofessional i I ss ona I I BEAM I k : I B architect, to alter any item on this I ' I POCKET -10 i I I 1 t -2@1 drawing in any way. If the drawing is ' Iwp� I ' ' I altered under the direction of a I 5-2 8-2 I I I t - ; professional engineer, the altering T IT engineer shall affix his seal to the I "altered n 10" GIP '; ; ---� ; i -301 i i . u i' I -- followed by his si the gnature, the edatebof — -i Y 9 alteration, and a specific description I GONG. �l I . I of the alteration. J 4------- I _ I i 3 i U I -301 WALL 20 i I Q�00� 201 I -- -- I .i, PITCH ` I CRAWL I i i , PLAY �--+(/ PI?CNr- \� �1 G I I I � I -P�ITC-HO3 I P 1n CONCRETE AC G C 3'- " X 3SCREED COAT 0 101 r-----J I N -2@I -20 CUPOLA I tI tlI' C -2@I I I I 0 yI I I 12X24 GIP L--I--� I I i I 3.a r-is I� FOOTING I . I I r-- --J I I I I I 2',X10u FJ - 2 X10', FJ I t I t @16' OG IX 016" OC I I ,I I 'A ;A I ' � I IT r" � 2 I I R 0 I RIGID IFL11, _ I LEGEND' I IINSULATION I EXISTING WALLSPITCH PITCH--------------- --- --LEDGER ------ - ------------------- -- `�� NEW CONSTRUCTION , +I a ________ Z S- ____—L 1--_..—.-----_-----�--- — '—_f--•—J--- --1 J------_ ----- -------------------------------- -----____- --__--- -------- ----------------- WALLS TO BE REMOVED ----------- - - _ -- --_ - -- r --- --------- -- W EXISTING FOUNDATION WALL - 2" CONC. SLAB - 6 MIL POLYETHYLENE MAXIMIZE RIDGE EXISTING SECURE (3)2" X12" TREATED A p SHEATHING VAPOR BARRIER EXISTING HEIGHT PER EXIST. WOOD LEDGER W/ (4)5/8" _20 -20 a A D SHED DORMER BASEMENT DIA. EXP. BOLTS I-0' OC 4'-0"X4'-0" ACCESS OPENING BEDROOM -201 -101 WINDOWS STAGGERED (LOCATION TBD) DORMER � ' 1 SUBMITTED FOR FILING 9-9-24 0N "PtAN "FRIM08"ma" ROOF "'LAN NO. REVISIONS DATE 2 A D OWNER: 18' 2'-6" EXISTING 3,_3Y„ 8Y„ 5,-g/„ 3'_3Y„ 6,_2„ L.BATHROOM -584 W1 C.I.F. ON Ac GOP --------------- - ------- ------ - ------------------- LEGEND - ------ --------- -7--------------r---=� TO MATCH EXISTING i \\ ` I ' RECESSED CEILING LIGHT I ,\ ,. i \\\ \\\ I � i RECESSED CEILING LIGHT I 1.6 , 1.5 • I \ ��• 0 0 l �,\ 0 „/ I m 0 I \ I \\\ i /' �� i WATERPROOFED I m I \\� `� II /.� .N. % m I 3 D @ -I" EA -201 X �� \ I•�/ I / 101 �" N 2 @ 11" CEILING FAN LIGHT \ I 3 _ WALL LIGHT \`-17 uu L S2a1'(X10'� I .�.._._\-`i\_ (2)---10_•_• / i='•_•_•_•_ 2 -30 I � O ,/' (2)2'XI0' \ COLLAR TIES ' •'' I PENDANT FIXTURE n 2'XI0" RR \• ;� ;� 0 '!� � -30 i � �-------� �' I -� I X • @ 16' OC --- - Y/ 2"X10" RR I ;�%y I �r -20 LU � @ 16 I _I i \ , i i I I LED STRIP LIGHT rcv .� I m I p/ x \ , _ IX , I ,e, � 1 N' I I I I X•Q ---------- X ---- ' Pr.lN vII N "IO SUN I DUPLEX RECEPTACLE r I , \ . I G � � I �- —_ � ��J ' I � N G I I PROJECT: EXISTING N I SUN �' I QUAD RECEPTACLE LRESIDENCE \ I _2@, I „ ROOM I TAY O R -20 I ROOM ''•/ U `•�\ I `�� "' / =._.. 2 X 16._._._.}._._._._._ PRIMARY / •�._._.L. ._.= _._. I ;'I COLLAR TIES I\ ADDITION BEDROOM m •� (2)2"XIO" „ I I \ X .\ r^ :(2)2 X10 I I ,' I I I `\ r--- Q GFI REGEPTAGLE r �J�. �r---� I I I FIRST FLOOR ELEVATION 200 GROVE DRIVE SWITCH, SINGLE POLE S O U T H O L D NY 11971 FIRST FLOOR ELEVATION �. 0 •x I ,, ,�� ,, , ,, 0'.0'" \ \ I ' I / LPG'i• '�;?jk �\ .. I i ,'' , �r \\\ I TAX MAP #: 1000-080.00-04.00-019.001 I �• O��NE�,i• it `?\pNT •�.\ i 'm i \�- I ��. i D SWITCH, SINGLE POLE WITH DIMMER SWITCH 3-WAY (2)2"X12,; ` I ��64 f� �`� i I �� ----y 3 DRAWING TITLE: 2@ 0"SCR I' �X10„ I-- 01 i �`-——————— I 1 I I ,g ,o I __--1_____L-------- (2) 3 3 ® 120 cFM FAN PROPOSED FOUNDATION PLAN; �s ------ • � r ' 1"x1z"' I --r-- -- ----- ------- PROPOSED FIRST FLOOR PLAN; '•=_==.--'-=. cot CARBON MONOXIDE DETECTOR PROPOSED ROOF PLAN Ib" I I6" I�" Du1 ° 24" REP NEW g(� SMOKE DETECTOR_ I I I I SHOWER EXISTINGP`OWERULONTINGlow T THERMOSTAT SCALE: 81 01 lf:�)XISTING BEDROOM3 1/•4"=1'-e" SCALE: 1/4" = V-0" B THRRM. EXISTING EXISTING _ I DINING 1 KITCHEN ROOM � (KITCHEN BY OTHERS) DRAWN BY: ---�--- EX. r;QED Aq \\ EX. LIN. EX. EX. PIS y� �o �c I _ ---t--- _ LEGEND: o ------- i GL. CL. GL. GL. CHECKED BY: * � t � -'� EXISTING WALLS PROJECT XX NEW CONSTRUCTION FILE NO.: EXISTING LIVING ROOM '�- � NORTH RTH WALLS TO BE REMOVED 4' e 4 8 114"=1'-0" PROJECT NO.: DRAWING NO. "I'MITR46000 POSE=) FIRM6016 XXXX I. 1/4"=1'-e" DATE: A-101 XX\XX\XXXX I PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE 2162 MAIN STREET EXISTING HOUSE NEW CONSTRUCTION GLASTONBURY, CT 06033 860-508-6312 TO 'RIDGE TO RIDGE TO RIDGE TO RIDGE +20'-2 +2e-2 It is a violation of Section 7209 of the " " 3'-e"X3'-e" CUPOLA W1 3'-e"X3'-e" CUPOLA W1 New York State Education Law for any LED ROPE LIGHTING person, unless he is acting under the LED ROPE LIGHTING direction of a licensed professional ROOF ASSEMBLY: architect, to alter any item on this ROOF ASSEMBLY - 3e YR FIBERGLASS SHINGLES drawing in any way. If the drawing is- 3e YR FIBERGLASS SHINGLES altered under the direction of a - MOISTURE BARRIER - MOISTURE BARRIER 12 12 - 3'-e ICE SHIELD AT ALL EAVES AND vALLEY14 12 12 - 3'-e ICE SHIELD AT ALL EAVES AND VALLEYS professional engineer, the altering - 5/5" PLYWOOD SHEATHING - 5/8" PLYWOOD SHEATHING engineer shall affix his seal to the ±10 tie 2"x1e" ROOF RAFTERS Iiii OC tie tie - 2"X1e" ROOF RAFTERS I(o" OC drawing with the notation "altered by" - 8" COMPRESSED R 3e F5 INSULATION - 8" COMPRESSED R 3e F5 INSULATION followed by his signature, the date of - 1511111 5EAD50ARD CEILING - 13116 5EAD50ARD CEILING alteration, and a specific description of the alteration. EXISTING CROWN W1 LED ROPE LIGHTING CROWN W1 LED ROPE LIGHTING 5EDROOM COLLAR BEAM COLLAR BEAM SCONCE SCONCE WOOD PANELING WOOD PANELING TO PLATE E7 - ------ TO PLATE TO PLATE TO PLAT 4' I y"', E +5'-1 ya" +8'-1 ye. _+8!_1 ye = • WALL ASSEMBLY EU'' - CEDAR SHINGLES TO MATCH EXISTING WALL ASSEMBLY ® ® ® 71_77 H lee, - MOISTURE BARRIER - CEDAR -SHINGLES TO MATCH EXISTING - PLYWOODG MOISTURE BARRIER - 2"X6" WD STUDS I(o" Or- - 1/2" PLYWOOD SHETHING - R-IS FIBERGLASS GATT INSULATION 2"X6" WD STUDS 16" OC - 5/8" GYPSUM 5D. - R-IS F15ERGLAS5 5ATT INSULATION 12 0 -50 C.I.P. CONC. STOOP W/ STONE FACING EXISTING - 5/8" GYPSUM 5D. REFER TO FOR HEAD AND SILL TO MATCH EXISTING FIRST FLOOR ELEVATION KITCHEN SUN ROOM FIRST FLOOR ELEVATION FIRST FLOOR ELEVATION SUN ROOM DOOR DETAILS FIRST FLOOR ELEVATION (ALIGN WIT EXISTING) (ALIGN WIT EXISTING) (ALIGN WIT EXISTING) UGN(AWIT EXISTING) e,_e" FLOOR ASSEMBLY F-1 FLOOR ASSEMBLY - LvT FLOORING - LVT FLOORING CRAWL CRAWL - 3/4" PLYWOOD SU5FLOoR - 3/4" PLYWOOD SU5FLOOR - 2"Xle" 0 16 Or, SPACE - 2"XIe" 0 16" OC SPACE 8" COMPRESSED R-3e F5 INSULATION - 8" COMPRESSED R-3e F5 INSULATION CRAWL SPACE ELEVAT EX15TING ION CRAWL SPACE ELEVATION CRAWL SPACE ELEVATION g[-,, CRAWL SPACE ELEVATION —--------- ------------ ---------- L7�7-,7--7 "7 5A5EMENT 2 R-le RIGID INSULATION " 4" CONC. SLAB 12X24" CONC. FOOTING W1 2 #5 REBAR 12X24" CONC. FOOTING W/ 2 #5 RE5AR INSTALL 4" D OF 1/4" GRAVEL WITH -4 VAPOR 5ARRIER 5ELOW RAT SLAE, INSTALL 4" D OF 1/4" GRAVEL WITH VAPOR 5ARRIER 5ELOW RAT SLAB STEP NEW FOOTING TO ALIGN W/ 50T. OF EXISTING 1 SUBMITTED FOR FILING 9-9-24 NO. REVISIONS DATE OWNER: SECTION A—A SECTICO.N. 13-15 2 1/4 OW—o" NEW CONSTRUCTION EXISTING HOUSE -5e TO RIDGE TO RIDGE TO RIDGE TO RIDGE +2e'-2" +2e'-2" J +2e'-2" 3'-e"X3'-e" CUPOLA W1 3'-e"X3'-e" CUPOLA W1 LED ROPE LIGHTING LED ROPE LIGHTING CONTINUOS RIDGE VENT ROOF ASSEMBLY ROOF A5SEM5LY, - 3e YR FIBERGLASS SHINGLES - MOISTURE BARRIER 3e YR FIBERGLASS SHINGLES - 3'-e ICE SHIELD AT ALL EAVES AND VALLEYS - MOISTURE BARRIER INSTALL CONTINUOUS 12 12 - W8" PLYWOOD SHEATHING 3'-e ICE SHIELD AT ALL EAVES AND VALLEYS VENTILATION BAFFLES - 2"Xie" ROOF RAFTERS 16" OC - 518" PLYWOOD SHEATHING 12 12 AT EACH BAY ±1 tie - 8" COMPRESSED R 30 F5 INSULATION - 2"XIO" ROOF RAFTERS I(o" OC - S116" 5EAD50ARD CEILING 8" COMPRESSED R 30 F5 INSULATION tie ±I e 9116 5EAD50ARD CEILING ........................... -500 CROWN W/ LED ROPE LIGHTING CROWN W1 LED ROPE LIGHTING PROJECT: AW y COLLAR BEAM COLLAR BEAME EXISTING BEDROOM ADDITION 00, PLATE 0 SOUTHOLD, NY 11971 y 2.1 TO PLATE r6 TO PLATE TO FLA /= // 1 200 GROVE DRIVE +a'-]ye ya. + TAX MAP #: 1000-080.00-04.00-019.001 F-T-1 WALL ASSEMBLY WALL ASSEMBLYCEDAR SHINGLES TO MATCH EXISTING CEDAR SHINGLES TO MATCH EXISTING MOISTURE BARRIER - MOISTURE BARRIER 1/2" PLYWOOD SHETHING - 112 PLYWOOD SHETHING DRAWING TITLE: 2"X6" WD STUDS 16" OC - 2"X6" WD STUDS 16" OC R-113 FIBERGLASS BAIT INSULATION R-115 F15ERGLASS GATT INSULATION C12) 5/8" Gypsum 5D. 5/5" Gypsum 13D. SECTION A-A; LLd � 11 L_j IILJIIU 1LL==jj1a1 I EXISTING SECTION B-B; FIRST FLOOR ELEVATION 4 FIRST FLOOR ELEVATION FIRST FLOOR ELEVATION � I, I SECTION C-C; SUN ROOM _r1nn SUN ROOM KITCHEN FIRST FLOOR ELEVATION (ALIGN WIT EXISTING) r6 --- .Ll (ALIGN WIT EXISTING) (ALIGN WIT EXISTING) (ALIGN WIT EXISTING) SECTION D-D 1-F 49'-0" e'-O" NIP, FLOOR ASSEMBLY FLOOR ASSEMBLY s4zfl MWA6 ZIA, - LVT FLOORING - LVT FLOORING /CfRAWL - 3/4" PLYWOOD SU5FLOOR 3/4" PLYWOOD SU5FLOOR CRAWL SCALE: SPACE - 2"X1e" (a lb" OC 2"Xle" 0% 16 OC - all 6 COMPRESSED R-3e F5 INSULATION COMPRESSED R-3e F5 INSULATION " SPACE SCALE: 1 /4" V-101" CRAWL SPACE ELEVATION CRAWL SPACE ELEVATION CRAWL SPACE ELEVATION EXISTING CRAWL SPACE ELEVATION -4'-1 e" BASEMENT -44- ------i- ------- 12"X24" CONC. FOOTING W/ 2 #5 RE5AR 2" R-le RIGID INSULATION 12X24" CONC. FOOTING W/ 2 #5 RE5AR INSTALL 4" D OF 1/4" GRAVEL WITH DRAWN BY: 77-7 VAPOR 5ARRIER BE LOW RAT SLA5 INSTALL 4" D OF 1/4" GRAVEL WITH VAPOR BARRIER BELOW RAT SLAB PIS ED A ti Cti STEP NEW FOOTING TO ALIGNo CHECKED BY: W1 50T. OF EXISTINGct XX FILE NO.: PROJECT NO.: DRAWING NO. O=CTION 0-0 OMLOTION D 114 4j=I 1-0 11 1/4$1=1 I—e 11 XXXX 4 4 g DATE: A-A-201 XX\XX\XXXX l PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE Noac)n&sNo0 maN asnOH DNllslxa 2162 MAIN STREET EXISTING HOUSE NEW CONSTRUCTION GLASTONBURY, CT 06033 TO RIDGE TO RIDGE 860-508-6312 +249-1 +20-2' It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional arch3.1 FW7 drawlingtinta yter any way. Iftem on the drawing is 12 12 Zi Z1 altered under the direction of a �0IT professional g neerr shall affix his seal to the engineer, the altering - drawing with the notation "altered by" followed by his signature, the date of EXISTING alteration, and a specific description of the alteration. p I . BEDROOM , _ DO RMER To ' r i t LATE O I z.I T P T LA E „ i i I Lj EXISTING I LI 1.3 8 1.9 1.10 , O O O. U I O O DINING ROOM FIRST FLOOR ELEVATION FIRST FLOOR ELEVATION 0 @ 0 ILE FWH I D2968 I " EXISTING CR AWL SPACE A ELEVATION W P E LEy ON CRAWL SPACE L I A E E EYAT ON — — — — 4 10 Q�J � T I B E N 4 ,@ � E I --------------------------------------J �— ------ --- ---- -- - -------- -----1 I^ it I I I I I I I i li i I II I -------J I I I li I I I r I I I , I � SUBMITTED FOR FILING -24 W"M soft *M1 IUM EAST EL T�ON N0. REVISIONS DATE ==VAT1 1/4 =1'-0n OWNER: ROOF ASSEMBLY - 3@ YR FIBERGLASS SHINGLES - MOISTURE BARRIER - 3'-@ ICE SHIELD AT ALL EAVES AND VALLEYS - 5/8" PLYWOOD SHEATHING - 2"XI@" ROOF RAFTERS I6" OG - 8" COMPRESSED R 3@ FB INSULATION - 9/I6" 5EAD50ARD CEILING - - , -- - - -- - - - - TO PLATE TO RIDGE EXISTING HOUSE BEYOND - -- -- ------- - --- - - --_ - -- --- - - - - -- - --__- - --- CROWN W LED ROPE LIGHTING -— - ---- - - - ---- - ----- - ------ - --__- -- - ROW I 6 ♦ 5/4" X PVC FASCIA -5@@PVG TRIM (TYP.) PROJECT: 12 12 4 TAYLOR RESIDENCE El ±10 ±10 -co ADDITION WALL ASSEMBLY 200 GROVE DRIVE - CEDAR SHINGLES TO MATCH EXISTING S O U T H O L D, NY 11971 Ll - MOISTURE BARRIER q, 1/2" PLYWOOD SHETHING - 2 X6 WD STUDS 16 OG � - �� TAX MAP #: 1000-080.00-04.00-019.001 30 YEAR FB SHINCLES 5/4" X 4" PVC FASCIA s - R-19 FIBERGLASS GATT INSULATION -5@@ - 5/8 GYPSUM BD. TO PLATE -1 ❑__ - --. _.... - -- -- — - - - - --- - ♦ . DRAWING TITLE: I +5'-I%, (FIRST ALIGN FLOOR ELEVATION VATION Bas M KET ; I 1 LINE OF WSWH12X9 - - - - - - ----� 0 0 PROPOSED ELEVATIONS; SIMPSON STRONG BY FTPON TIE SHEAR WALL WALL SECTION OR EQUAL I f' REFER To DETAILS FLOOR ASSEMBLY I I t 1 2 ` - LvT FLOORING SHINGLES t0 AR - 3/4" PLYWOOD SUBFLOOR - 2 XI0 (a 16 or - EXISTING 1.4 i 1.5 f.6 Ll I ♦ " " n EXISTING 5/4" X 4" PVC - 8" COMPRESSED R-30 FB INSULATION SCALE: TRIM (TYP.) FIRST FLOOR ELEVATION SCALE. 1 /4" - 1 0 pe I I / CRAWL R L SPACE ELEVATION I I 8 X 16 VENT W1 PATIO I 0 I I DRAWN BY: INSECT SCREEN CRAWL SPACE ELEVATION (TYP.) _ ___-- - - _ ------- -- ----_ _--_- - - - - --- - - --- - - - - - - - ---- - - - --- - - ---- - ---- - - - ----- - --- - -- - - ----- - ----- - ----- - ---- - -._.. . -- - 2" R-1@ RIGID INSULATION -4'-10" ----- - - - -� I . .: . , PIS RED ARC,y`� I------ I------------------------------------- ----------J --- - 2" CONCRETE SCREED COAT CHECKED BY: 12 X24 GONG. FOOTING W 2 XX i NEW / 5 REBAR N CONSTRUCTION IG E R EXISTING HOUSE EXISTING HOUSE 1 H E INSTALL 4" D OF 1/4" GRAVEL WITH 1 VAPOR BARRIER BELOW RAT SLAB FILE NO.: • =L , ATIONWALL PROJECT NO.: DRAWING N0. SOUTHXXXX DATE: A-301 XXUCX\XXXX I l PROJECT ARCHITECT: WALL ASSEMBLY: B R I A N DAVIS - CEDAR SHINGLES TO MATCH EXISTING- M ART & ARCHITECTURE MOISTURE BARRIER- I/2" PLYWOOD SHETHING - 1"X6" WD STUDS 16" Or- - R-19 FIBERGLASS BATT INSULATION 216 2 MAIN STREET EXISTING BUILDING NEW CONSTRUCTION - 5/8 GYPSUM BD. G LASTON B U RY, CT 06033 860-508-6312 1 FLOOR ASSEMBLY - LVT FLOORING It is a violation of Section 7209 of the - 3/4" PLYWOOD SUBFLOOR New York State Education Law for any - 2"XIO" IP 16" OC person, unless he is acting under the - 8" COMPRESSED R-30 FB INSULATION direction of a licensed professional archdrawlingtinta yter any way. Iftem on the drawing is 9 altered under the direction of a 2" R-I0 RIGID INSULATION professional engineer, the altering engineer shall affix his seal to the ° LI° drawing with the notation "altered by" 2"XI0" FJ (a 16" OC II ° followed by his signature, the date of p I alteration, and a specific description II o O ° o nnp ° II 2 X 8 TREATED SILL PLATE of the alteration. ° 5 114" X 12" ML ° U ON SILL SEAL INSTALL CONT. O A TERMITE SHIELD ° I ° • I 10" CONC. PIER ON 24"X24" HS TYPE HOLD DOWN CUP A ° I 2"XI0'" FJ @ 16" OC I -12" FOOTING ° MFR'D BY SIMPSON OR SIMPSON ABU66Z POST 51MFSON ABU66Z POST ° EQUAL BASE = Z AMX FINISH BASE = Z AMX FINISH I ° o 5 1/4" X 12" ML • , EXISTING FOUNDATION WALL 5/8" DIA. X 12" L i 10" CONC, PIER ON 5/8" DIA. X 12" L ° ° °' GALVANIZED BOLT I I *12" FOOTING GALVANIZED BOLT II II � SECURE (3)2 XI2 TREATED ° u LiWOOD LEDGER W/ (4)518 ` DIA. EXP. BOLTS I-0 OC ERE STAGG D ° a LEDGER DETAIL SEAM TO FLOOR AND PIER CONNECTION DETAIL SEAM TO FLOOR AND PIER CONNECTION DETAIL WALL / FLOOR DETAIL 1 SCALE 1-1 l2'' = 1 -0'l 2 SCALE: 1-1 /2" = 1 -�� 3 SCALE 1-1/2'' = 1'-0" SCALE 1-112'' = 1 -0'' COLLAR BEAM ROUTE A 5/5" X 5/8" COVE FOR 112" DIA. LED WARM WHITE ROPE LIGHTING #FT2-L120HA12150 AS ° MFR'D BY SIGNATURE CROWN W/ LED ROOF ASSEMBLY ROPE LIGHTING - 30 YR FIBERGLASS SHINGLES - M015TURE BARRIER ALUMINUM FLASHING - 3'-0 ICE SHIELD AT ALL EAVES AND VALLEYS - 5/8" PLYWOOD SHEATHING ROOF ASSEMBLY 2"X10" ROOF RAFTERS 16" OC - 30 YR FIBERGLASS SHINGLES - 8" COMPRESSED R 30 FB INSULATION - MOISTURE BARRIER 1 SUBMITTED FOR FILING 9-9-24 - 9/16" 5EAD50ARD CEILING - 3'-0 ICE SHIELD At ALL EAVES AND VALLEYS - 518" PLYWOOD SHEATHING 1/4" X 9 1/2" X 6'" STEEL ROUTE A 5/8" X 5/8" COVE FOR - 2'"X10'" ROOF RAFTERS 16" OC BRACKET PLATE. FINISHED 1/2" DIA. LED WARM WHITE ROPE - 8" COMPRESSED R 30 FB INSULATION NO. REVISIONS DATE BLACK PAINT LIGHTING #FT2-L120HAI2150 AS - 9116 BEADBOARD CEILING MFR'D BY SIGNATURE HWP TYPE CUSTOM HANGER AT EA RR OWNER: 2" X6"' RR16" OC ® o 0 2" X 6" FB R-19 INSULATION X I COLLAR TIE TO BE HEM FIR. SECURE PLATE WITH (3)5/8" DIA. L� STAIN BY OWNER ® ® THOUGH BOLTS CROWN WI LED ROPE LIGHTING CONTINOUS SOFFIT VENT T v WITH INSECT SCREEN WALL ASSEMBLY: 1/2" PVC SOFFIT - CEDAR SHINGLES TO`1ATCH EXISTING - M03TURE BARRIER 5l4° X 4" PVC FASCIA - 1/2"" PLY.JOOD SHETHING - 2"X6" WO STUDS 16" OC 5/4" X 4" PVC TRIM - R-19 FIBERGLASS BATT INSULATION - 518" GYPSUM BD. SAVE DETAIL COLLAR SEAM DETAIL CUPOLA 5A5E DETAIL CUPOLA ROOF DETAIL 5 SCALE: 1-1 /2 = 1'-011 �o SCALE: 1-1/2" = 1'-0" SCALE: 1-1/2" = 1'-0'l $ SCALE: 1-112" = 1'-0" PROJECT: 77 TAYLOR RESIDENCE ROOF ASSEMBLY: ADDITION - 30 YR FIBERGLASS SHINGLES - MOISTURE BARRIER 200 GROVE DRIVE - 3-0 ICE SHIELD At ALL EAVES AND VALLEYS - 5/8" PLYWOOD SHEATHING S O U T H O L D, NY 11971 - 2"X10" ROOF RAFTERS 16" Or- - 8 COMPRESSED R 39 FB INSULATION - 9/16" 5EAD50ARD CEILING TAX MAP #: 1000-080.00-04.00-019.001 DRAWING TITLE: ROOF ASSEMBLY: - 30 YR FIBERGLASS SHINGLES 3/4" PLYWOOD RIB - MOISTURE BARRIER ATTACHED TO 2"X10" 2"X4" OUT RIGGER - 5/8" PLYWOOD SHEATHING - 3-0 ICE SHIELD AT ALL EAVES AND VALLEYS �� RR 16" OC. 1'-0" OC DETAILS - 2"XIO" ROOF RAFTERS 16" OC - 8" COMPRESSED R 30 FB INSULATION - 9/16" 5EAD50ARD CEILING G.I.P. CONC. SCALE: STOOP W/ STONE FACING TO MATCH EXISTING 112" PVC SOFFIT 0 DRAWN BY: 0 CROWN W/ LED PIS °o ,��REo Agcy ROPE LIGHTING p ° CHECKED BY: ° WALL ASSEMBLY III XX - CEDAR SHINGLES t0 MATCH EXISTING - MOISTURE BARRIER - 1/2'" PLYWOOD SHETHING CONTINOUS SOFFIT VENT ° ° FILE NO,: - 2"X6" WD STUDS 16" OC WITH INSECT SCREEN - R-19 FIBERGLASS BATT INSULATION 5/8" GYPSUM BD. 5/4" X 4" PVC FASCIA TRIM 5/4" X 4" PVC I PROJECT NO,: DRAWING NO, 5KT25X25 BRACKET AS XXXX MFR'D BY FYPON OR EQUAL DATE: A-500a ROOF )/ALLEY DETAIL CURVED ROOF DETAIL CROWN AND SOFFIT DETAIL DOOR MEAD AND SILL DETAIL XXvvcXXX 9 12 SCALE: 1-1/2" = 1'-0', 10 SCALE: 1-1/2" = 1'-0" 11 SCALE: 1-1/2' = 1 -49 SCALE: 1-1 /2" II i PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE 2162 MAIN STREET GLASTONBURY, CT 06033 860-508-6312 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional - architect, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering .' engineer shall affix his seal to the drawing with the notation "altered by" V ,r followed by his signature, the date of alteration, and a specific description of the alteration. CEILING DRYWALL TAPED TO zFX WALL DRYWALL DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR SUBFLOOR GLUED, CAULKED OR GASKETED TO RIM JOST/RIM CLOSURE JOST/RIM CLOSURE 1 SUBMITTED FOR FILING 9-9-24 GLUED, CAULKED OR GASKETED TO TOP PLATE E REVISIONS DATE DRYWALL CAULKED, G UED OWNER: OR GASKETED TO TOP PLATE 1 TYFICAL OPENING THAT SHOULD 5E SEALED 2 Alit SEALING AT DOU5LE WALLS NOT TO 5CALE SCALE: 1-1/2" = 1 j-8 VENTILATED AIRSPACE INSTALL RIGID INSULATION CUT TO FIT ,� PROJECT: BETWEEN THE RAFTERS. FOAM SEAL ,- TAY L O R RESIDENCE BOTH SIDES ALONG RAFTER WITH ,-' ADDITION EXPANDING FOAM SEALANT. ' MAINTAIN EQUAL VENT SPACE FOR 200 GROVE DRIVE LENGTH OF RIGID INSULATION .' SOUTHOLD, NY 11971 INSTALL 1" RIGID INSULATION '' TAX MAP #: 1000-080.00-04.00-019.001 518" GYPSUM BOARD VERTICALLY TO CONNECT INSULATING ,'' SPRAY FOAM 1X4 BLOCKING SHEATHING TO RIGID INSULATION ,'' INSULATION BAFFLE. FOAM SEAL BOTH JOINTS DRAWING TITLE: J` SEALING DETAILS INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING SCALE: CONTINUOUS BEAD OF SEALANT 1-1/2" RIGID INSULATION EXTERIOR INSULATED WALL DRAWN BY: PIS \h��R� AgOy CHECKED BY: XX �t f FILE NO.: PROJECT NO.: DRAWING NO. XXXX DATE: A-501 2-STUD CORNER UJIT1-I 1 X4 5ACKEP I" EXTERIOR INSULATION SHEATHINGS AS ATTIC EAVE 5AFFLE AND VENT XXv X\IXXXX 3 SCALE: 1-1 /2�� = 1�-0j� SCALE: 1-1/2" = 11-0,, i PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE 2162 MAIN STREET G LASTON B U RY, CT 06033 Energy Progress Inspections 860-508-6312 INSULATION PLACEMENT & R-VALUES (IA2),(IIA2) It is a violation of Section 7209 of the PERFER FACE STAPLED New York State Education Law for any INSULATION GATT FENESTRATION THERMAL VALUES & RATINGS (IA3),(IIA3) person, unless he is acting under the BACK OF SPRAY direction of a licensed professional AROUND WIRE FENESTRATION RATING FOR AIR LEAKAGE (IA4),(IIA4) architect, to alter any item on this drawing in any way. If the drawing is SIDE STAPLED altered under the direction of a FENESTRATION AREAS IA5 ,(IIA5 professional engineer, the altering INSULATION SPRAY { ) } DOUBLE (STAPLED NO MORE CUT OUT GATT engineer shall affix his seal to the TOP-PLATE THAN 114" FROM EDGE) / TO FIT SNUGLY ;` AiR SEALING & INSULATION (IA6),(IIA6} drawing with the notation "altered by" AROUND WALL followed by his signature, the date of UNPAGED OUTLET 518" GYPSUM BOARD LIGHTING IN DWELLING UNITS IC2 , IIC2 alteration, and a specific description ( ) of the alteration. INSULATION / 2 STUD 1X4 BLOCKING "ENERGY LIGHTING CONTROLS CORNER" WITH (IiCS) r, DRYWALL ; FENESTRATION U FACTOR AND PRODUCT RATING (IA3),(IIA3) CLIPS SU5FLOOR I� Ilz" FOAM 2" OF FOAM ADHESIVE CAULK OFIVERAI, IV01M.- / SHEATHING SHEATHING FLOOR JOIST INSULATED EXTERIOR WALL GUT TO FILL SPRAY VOID INSULATION EXTERIOR WALL SHEATHING 1. 5UiPPLY DUCT5 1Al RTT1C 5HAL1, 14AVE A MIAI- R-S 1N5U1_ATIO1V• RLL OTHER DUCTS SHALL BE A CAULK 50TTOM INSULATED AND AIR SEAL InIN• R-6 IAISUTA170AI EGCCIVY5 403.2.1- PLATE OR USE BAND JOIST AREA SILL GASKET 5ETWEEN FLOORS 2• SLRE-Al-ORRDE FIZOR WITH A FLOOR SURFACE LE55 THAN 72 /Ah BELOW GRADE SHALL 8E IAISULAT"CD IN ACCORDRAICE WITH TfqBLE g02•7•1• 095 PER ECCCAly5 gO2.2•S- 3• R-30 1A15U1_R7r101V 11V THE CEi IVO CRIV INSULATED HEADERS TYPICAL WALL SPRAY INSULATION 2-5TUD CORNER WITH 1 X4 5ACKER RFPL-ACr R-36' OAf TRaLE 402•7•1• W14En1 THE ,, , „ 11V5L'LRT101V 11V FULL ND 140014'r A UAVC0MPRj'55ED i 1 NOT TO $GALE NOT TO SCALE 3 SCALE: 1-1/2 = 1 -@ EXXTEJVD5 OVER THE TOP PLATE RT THE EAVE5 A5 PER ECCCIVYS g02.2-T I TABLE R402.4.1.1 t Ain BARMER AND INSULATION INSTALLATION COMPONENT AM RARRIER Ct?tTERiA INSULATi034 INSTAL"TION CRrMMA I A continuos air barrier shall be installed in the ENERGY ANALYSIS huildingemtclope. 1 SUBMITTED FOR FILING 9-9-24 Ckrirml requirements The rxrerlor thermal entity, contains ai continuous Air-pernacable insulatirm shall not t+c u&ed pis s MANUFACTURED RECESSED LIGHT ENCLOSURE " ' ernlingrrtatcrinL RESIDENTIAL ALTERATION—CLIMATE ZONE 4 nir barrier, ATTIC INSULATION Breaks orjointstn the air b.arricrstrnllbescaled ECCCNYS 2020 NO. REVISIONS DATE ATTIC TRUSS The airbatricr In any dreirrd yeilinglsoifit shall be ` PROPOSE CODE PRESCRIPTIVE SUPPORTING Aligned txith the insulation and any .+ +n the air ITEM DESCRIPTION hungrier shish he rx:alcd. 1' The insulation in an)'drugrpcd c`eilinrtsciffir&}tall I DESIGN VALUE VALUE (ECCCNYS 2020I) DOCUMENTATION ATTIC INSULATION Cei,angratric be aligned with the air tarrter. OWNER: Acres openings,drops own stairs or knee wall doors BUILDING ENVELOPE to unCC,nditioned attic#paces shall be sealed. CEILING WOOD TRUSS FRAMING Cauiiieswiihincorni-Ts anti headersofrrime MINIMUM R-49 The junction of the foundation and sill plate shall be walk sltnll hr.in,ubited b minpletrly filling the R— R-49 CAVITY CAVITY (TABLE 402.1.1) SHEATH INTERIOR OF scaled, cavity with a material havine a thermal resistarict VALUE ATIG ACCESS TO+I" walla 111c punction of the top plate nail t1le top of exteror of F?-3 per Inch mirnnum. WOOD FRAME WALL MINIMUM R-20 CAVITY walk sha11 be sealed_ Exterior thcrtnal envelope insulation for framed R-38 CAVITY + INSULATION R-5 CONTINUOUS __-- _ -- OF INSULATION LEVEL Knn walls shill be sealed. walls shall be installed in sirhsiantinl erintaci end I R— R-5 CONTINUOUS INSULATION OR R-13 CAVITY i — i" RIGID INSULATION continttrat&rtlignment with the uIrharrier, I VALUE INSULATION INSULATION R-10 CONTINUOUS t4'inclnws,skylights stt+l doors 'Etc space beiwren wvindowlthsrw j.+mhi and framing, INSULATION TABLE 402.1.1 and nkylightw find 1'mming shrill hr folded, MASS WALL EXPANDING FOAM SEALANT AT PERIMETER Rim joists Rini joists shall include the aer barrier. Rim joists shall be insulml-M, R— R-20 15 f 20 CONTINUOUS BEAD OF SEALANT \ ACCESS PANEL Floor framing Cavity inkt+lilim shill he imirilled VALUE DRAW ACCESS PANEL SNUG to r"intain pernaunrnt cunuect with ilte undet�-ids i FLOOR DRYWALL CEILING of subtlaar der)ing,at lIt"framing Cavity R— R-19 309 WITH PERIMETER SCREW floor(including shove garage and The air barrier 0-01 be installed at any exN-,vd edge insulntim slinit be Its rntilled to be In conrai t with VALUE RECESSED LIGHTING FIXTURE TRIM AS REQUIRED caiitilcucrcdflonrs3 ofinsulatlon, theinpsideeifs1ieatlaing,nrcontitritousinsulatiuo FENESTRATION inst;tl led on the ttnderil de of flnnr frarning and ! U=0.28; FINISH CEILING expend,from the batmen tt+the top of idl _FACTOR SHGC=0.31 0.32 perimeter floor framing members. i I:xpt>crd earth in unrrnud crawi spares shah be lvhCrc provided}natrad or floor Ina+alatiem. . R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE Crawl apace waffle covered with s Class I vapcar retarder with insulnticrn shall be perrarinently attached to the LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFICACY nvcrlr+;+ningjctlntctapcd. crrwlsptrrew^alai, LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING Duct shnfli,Ttlilily penrtratinrls,end flue sharN I FIXTURES SHALL CONTAIN ONLY HIGHOEFFICACYY LAMPS. Shnfm,penrimtions merging to exterior nT uucondlrin,acd space!shall be Er algid, i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE Batts in narrow cavities shalt be cut to fit,or INTERIOR OF THE MASS WALL. Marrow eavlilOs niitmw cavities shall be riilrcl h}insnlndnn th tt g, OR INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY, R-19 MINIMUM, an installation readily cnnftmrts to dtr avuihtiMle b. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS, THE SHGC COLUMN PROJECT: AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT ATTIC HATCH / FINIS1-1 SCREWS ra`' '��Ce TAYLOR RESIDENCE APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION: SKYLIGHT MAY BE EXCLUDED Air waling shall tk•Ptnvidcd bcrwrcn the garage nor# E FROM GLAZED FENESTRATION SHGC REQUIREMENTS iN CLIMATE ZONE 1 THROUGH 3'i r ii " i �i ti tragt ccparalinn conditioned spaces. WHERE THE SHGC FOR SUCH SKYLIGHT DOES NOT EXCEED 0.30. ADDITION SCALE 1-1/2 = 1 -@ SCALE 1-1/2 = 1 -@ RrLesscd lighting lloceswd light rixtures Insulted in the huildin$ Receasrd light rixturcs installed in the building ! Ihemul envelope 0311 tx scaled to the drywall_ thermal snvrlope shall he nir dghi and IC rated- - I 200 GROVE DRIVE Mutt insulntim sball i-e cut newI to fit afe mi I I PLUMBINNG wirin"anti plumhin"in exininr walls,tir I S O U T H O L D, NY 11971 Plumhing and wiring insulation that on installation rr~achly conf ems to i I ELECTRICAL available space shall cxicnd hrhind piping and WIRE "rang` ' TAX MAP #: 1000-080.00-04.00-019.001 i `1'ht air barrier instilled at exterior w^slli adjacent to Exterior walls ad;acrtrt to alxiwrrx and tints=.hnl1 Showcrr'lith(in exlerior wall showers end tugs sltnll srpa ate them from the tic inwulroted. ----- showm and tubs. i TOP l'hcairhaniershhlll>Lrnslallcclhchinii±lcttritnior ! J� I DRAWING TITLE; TOP PLATE E1rt;trioTlphome.hot on exterior tvulls er,mtstuaientlrnt huxes or nir-milled boAes sttall he ELECTRIC/1 L NOTE S PLATE ineiallcd. i -- IIVACregiverl�tsthatpenetratebuildingthermal { 1. CERTIFICATED CONFORMANCE FOR ZONE 4A i 11 AC regi�tcr bnols rnL'clope shall be scaled to the subflc,or ar tisytit'all. 2, EACH DWELLING UNIT SHALL HAVE AT LEAST I ONE AUTOMATIC THERMOSTAT IN THE LARGER ENERGY CODE DETAILS WALL 11'hrn required to l7r srulctl,cttnccnled Lire sltrin4[erx HEATING OR COOLING ZONE ECCCNYS 403.1.1. STUD &lipid Only nnbe:tie lcd in a mnnncr that is mornniended ConCenlcds rinl,lcrs by the rriurac(t,rer.Catilkiii* I 3. ALL THERMOSTAT SHALL BE ADJUSTABLE FROM tit other adhesive --------- p sralunts shalt not he med to rill vkli&between firs 55 DEG. TO 85 DEG. ECCCNYS 403.1.1. sprinkler cover plates and wzllaorccifingr, j 4, SUPPLY DUCTS IN ATTIC SHALL HAVE MIN. R-8 -> s inkifitim,3ns ctionoflo watts shall be InatcowMncewithihr,provi%irm;ofWCAN), INSULATION. ALL OTHER DUCTS SHALL BE A MIN. WALL EXPANDING s R-6 INSULATION ECCCNYS 403.2.1. SCALE: STUD FOAM 5. A PERMANENT CERTIFICATION SHALL BE POSTED SEALANT ON OR iN ELECTRICAL [DISTRIBUTION PANEL AS PER ECCCNYS 402.4,3. 6, ALL RECESSED LUMINARIES SHALL BE IC-RATED EXPANDING AND LABELED AS MEETING ASTM E 283 AS PER ECCCNYS 402.4.3. FOAM 7. MORE THEN 50% OF LIGHT FIXTURED INSTALLED SEALANT SHALL BE HIGH-EFFICIANCY LAMPS AS PER ECCCNYS 404.1. DRAWN BY: 8. ALL LIGHT CONTROLLED BY LIGHT SWITCHES. 9. ALL COMBINE FIXTURES SHALL BE WIRED TO PIS �ReD aq ti PROVIDE HALF POWER TO MULTIPLE LAMP FIXTURES. CHECKED BY: XX r I FILE NO.: AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION - �o SCALE 3" = 1'-@" SGALE: 3" = 1'@" PROJECT NO,: DRAWING NO. XXXX DATE: A-502 XX\XX\XXXX I i NAILING REQUIREMENTS PROJECT ARCHITECT: ALLOWABLE HOLES - TJI 0 Joists NOTE: THIS DRAWING IS FOR REFERENCE � T.n® aft '�"°�' �box nab('each s ')''Y� SEE MANUFACTURES CURRENT SPECIFICATIO S m�lmum from end. B R I A N DAVIS Bloddna aeneta.din W or flan board to bearing data: FOR ALL RELATED INFORMATION Backer block: Install tight to top flange (tight ART & ARCHITECTURE to bottom flange with face mount hangers), both No field art Sa',Poole A Sec Table 8 IV hole malt be art TJIa bloc�g panels or rim joist 10d(T)boot nails at r o.a • " sides of web with single TJI® joists. Attach holes �Table A M web out- True Joist din Iboaud:Toeneff with 10d(3)box rmAs et 6•o.a or 4 -0• length of 8 diameter maximum hole for �� T�k B side hatched roe DO NOT 16d(3X�)box naps at 1r o.c. BEAM TO BEAM 3" � " g -1 216 2 MAIN STREET 2ones cut or notch flange. Shear transW:connections equivalent to decking nag schedule. CONNECTION 4 reinforcement 118" - 16" deep blocking panels; with ten IOd (3 ) box nails, clinched when possible. GLASTONBURY, CT 06033 on one Side at E2, " 860-508-6312 Rlm board drnlolst or cloacae to TJI • 6 diameter maximum for Trus Joist Attach reinforcement to 6' ❑ CJ 6' 1 i�wla ,�:Two 1oa(�'�boy nano one eacr,at toi,ana both sides at E3 blocking panels 02" deep or rim board Dist with one Sd(2 ") L I 2 x t i bi L2 2 x L2 b2 +24e u �+ridths:Two 15d(3Yz•)boot nano,one each at top and shorter than 12" long. common nail at each It is a violation of Section 7209 of t h e H minf� 6• 6. bottom ftW. New York State Education Law for any (awies to an holes 3',�'width:Toenall joist to rim joist with one 10d(39 bar ndl each DO not cut flanges. corner direction of ea licensed ss he l ct ro f e s s i o n a under the except kracluft) Do not art holesW stile of joist top fiemge. than 1�h•�cantilever DO NOT Trus Joist 12" length Of 4" architect, t o alter any item o n this Table A - End Support 2x4 mInImum h blocks: Two 10d(37 boot nails,one each drawing i n any way. I f the drawing i s cut holes In cantilever at top and botiian flange. rim board reinforcement on altered under the direction of a Minimum distanoa from edge of hole to inside face of nearest end support reinforcement. Filler block: Nail with ten IOd 3" one side atE5, ( ) professional engineer, the altering ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE FLOOR NAILING REQUIREMENT5 Attach reinforcement both sides at E6 box nails clinched. engineer shall affix his seal to the DEPTH TJIa • rJl®joists at bears Two IOd (3") box or 12d (3yx') box 1'Op flop to joist with 8d(2p) drawing with the notation "altered by" r 3' a 6Y? 8�/e' 11' 13" r 3• 4' ey 87'r 1r' 13' nails I each side I miasmata From end. Use ten I6d (3%2")®OX Mils from followed by his signature, the date of ( common nails at 6" on- each side with TJI /Pro 550 joists. alteration, and a specific description 110 1-0e 1'-0' " Vr 114• 1'•8• 2-0 414r - Blocking=1 , rlm joist or rim boar to bean plate: hanger Face mount �Ia center.When reinforcing of the alteration. 210 1=0' 1'-8' r-0• S-o" 1'-0' r-0• 746• 6'-0' TJI®blacking panels or rim joist. IOd (3') box rails at b' on-center. 9 1'-0• 2-4r 3'-0' s-0" This Joist rim board: Toenail with lod (3') box nails of b' haw Face grain both sides,Stagger Halls. l eSS than 5" 36o I- r4r v-0' v-w 114r r-r V4r S'-8' on-center or 16d (3V) box nails at 12' on-center. horizontal With top flange hangers, backer block 110 1' V4r 1'-0' r 1'-0' 1'-0' 11-W 4' 6'-0' Shear trzmrsr: eori�ections eepivalent to decking nail schedule. See current Trus Joist E2 E3 L'J E6 210 I%r 11-T 1•-0• 74r 5'-8' 114r VLW r-o• " v4r • Rim board, rim ioist or closure to TJI®joist: literature for framing connectors H2 required only for downward loads exceeding 11%, 236 1,.r 1'-0' rq v4r r4r 1'-0' I14r r-0' S'-6' r4r II'width or less: Two 10d (3') box nails, one each at topuplift 360 1'o' 1'-0' 1'-0' 4'•8' r-o• 1'-0' 1'-0' r•8• 6'-8' r-8' and both, f laige. 250 l bS Or for conditions 660 114, Vr IWI Vie 11W I 1'-0' 2`-0• Y4r r4r. 8*4r T101Pre 350 * 13oT5 rim foist: Two 16d (3�') box nails, 110 IW 1'4r 1'4r 1'-0' r4r s-0' 11-0• jgl v4r 3,4r w-w 8'-0' one each at top and bottom flange. TJAIPro'"550 rim foist: Toenail joist to rim joist with are 10d (3") Nail Trus Joist rim Attach reinforcement to 210 11.7 1'-0" 1'-0' 11-0' 3'•0�" 8'-0• 1'-0" 1'-0' 1'-0' 4'-0' 8'-8' 8'-8' box nail each side of joist top flange. in 6'-0" length of TJI® " 14• 230 11-M 1,.cr 1'-0' 114r 3'-8' War 1'-tr' 1'-0" i-4r 4'-0" r-0• w-w board to blocking with joist with one 8d (2 ) 8 diameter maximum hole for lion#i: • 2x4 minimum squash blocks: Two lod (3 ) box nails, one each at top Z" " i subfloor TJI°Joist blocks with erxl 360 1'-0' 1'-0• 11-V Zr " 8'-0• 1'-0' 1'-0' 1'-er' S'-0• 8'-0' 9'8' and bottom flange. connections equivalent common Hall at each joist reinforcement 118 - ib deep blocking panels, Apply blocking 560 IW I14r Vr r4' V4r it'-o' 1'-v 1'-0' i-4r 6'-6' w-(• 1a-0' to decking schedule corner and f iller block. Use 6" diameter maximum for adhesive to all blocks installed at%joist 210 IW 114" I14r 1'-0• I14r 314r V4r 1'4r 1'-0' 114r 214r 6'-8' 814r 10'•8' ' rr lu " . 230 1!-W 11-tr 1'-0• 1'-0' Vr 4,-0" 614r 114r 1'-0' 1'-0" 3'-0' r-0• W-V 11,-0• ROOF NAILING REQUIREMENTS 4 -0 length with 92 blocking panels 9 deep or contact surfaces Span locations using 18' 360 1'•0' 1'-0' 11-V 1'-0' 31-W 6'-0" W-W 1'-0' 1'-0' 1'-w 4'-w r-oe 10'-0' +1'•8' JI® •olsts at end bearings Two 10d (3') box or Blocking panel between each and 118" TJI®joists. shorter than 12" !0 500 1'-0• i,4r 1'-(r i,.w r-oe w-4rr 10-Cr, 1'-0' 114r 1'-0' S'-0' 10W 11'-0' 1r4r 12d (3yx") tax nails (I each side), IV minimum from end, �' two 8d(2�") joist. Nail to top plate with Do not cut flanges. box nails or • TJI* joists Qt intermediate bearings: ,�� connections equivalent t0 �3� 4' r r 10' 1r 16' 1r 4' 8" r 10' 1r Ir 1r Roaf slopes less than 4'per root: Two IW (3") i This Joist � �72"Scret�S, 18• 380 V41 114r 114' r-0" For IT-W Wr 114r S'-o' 1V4r 11'-0' IT4r box or 12d (W4") box nails (I each side). See detail R7. decking Schedu.e. typical 560 1'-0' Wr Wr 114r 5%0' 11'-0' 1'-0' 114r B'-8' 11'-0' I" 14W Roof slopes from 4' to 5'per Foot: Four lod (3") " rim board 20„ 360 1'-0• 1'-0' 1'-0' 114' 74• T4' 10=8' 1'-0' 1140' re• 8'-0' 11'•8' 14'-0' 1548' box or 12d (3y ) box nails (2 each side). See detail R74. 12 length Of 4" Attach reinforcement Ion#2: 580 1'-0' 1'-0' 1'-0' 1'-0' 1'-0' r-0e 11'-0" 1'-0' 1'4r V0 V4r 1r-6' 14'-0. 16-r Roof slope`; greater thin 5"per foot: Four us (3') reinforcement on box or 12d (3yx') box nails (2 each side) plus a to joist web with 3 2x—strapping installed at . twist strap and baker block. See detail R75. , " OISt locations Table B Intermediate or Cantilever Support one side at E7 rows 10d (3 )common Y j Spa! " • lakina naiels or shear block'rw to bearing plate: both sides at E8 Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support TJl®joist blocking panels: 10d (3') box nails at 6" on-center. nails at 6 on-center, using two 2/ screws per ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE Trus Joist rim board for ham•blocking: Toenail with 10d (3') box rails clinched. Use 2 rows Option#3: • st DEPTH TJI• d 6' on-center or 16d (3 ') box nails at 12' on-center. 2' 3' 4'-0' OV 679 11' IT r T 4' ey 87ie 11' IT Shea' trar:fer: C.oriections eTivalent to decking nall schedule. PLW than 5" Z� � with 99" and 118" directly appledoce' nglll 110 IILr Zr 31 r4r 1'- 6'8' 7-r Tor -r ,gyp �� TJI®joists. When specified on the layout, 9V 210 2-0• r e• 314r r4r r4r 3,4r r4r T-0' 23o roc• 3'-0' 4•-0' 6'•0" r-6• 3'-0' a'-6• r�• � ES E4 PBl one or more o the three bracing 3W 24r V4rv4r s-W 6W r-r31C 4,4r car61-W r-r Not for use with 3 Z"TJI ilia joist flange widths options shown must be installed 110 1" 1'-0• 1W 4W 8-0 1114r 1'-8' 2-4r, V4r War CONNECTION OF MULTIPLE PIECES SUBMITTED FOR FILING 9 9 24 210 1'-o" i-4r r-w r-rl War 11-0' r-0' 31-0' r-r 10'4' OF 'TOP-LOADED BEAMS (1) 11T 230 1'-0' r4r. r4r 5'-0" War 1'-0' 74r 314r V4r 10"-0' E REVISIONS DATE Web stiffeners g�� diameter maximum hole for 3eo 2-4r V4r 4'-0' r4r 11'-0' 214r 314' S'-0' War 11'•°' 3 " �' ' 560 1'-6' 3'-0' 4'-6' 8'-0' I" 3'-0' 4'-8• r-0' 10'-r 1r-0• 1/4 Width Pieces: required each " - " LSTA2� (Simpson or USP) " ") " side at EIW 118 20 deep blocking panels; strap with twelve 10d x 1%2 nails Nail through 2x�wood backer and OWNER: 110 1-0' 1.0' 1-0' r-o" 4-8' e'-o' 14r 1-0" 1-0' s-0' g'•a" 1z-o' ® Minimum of 3 rows 10d(3 x 0.128 nails at 12 o.c. 6" diameter maximum for 210 1,4r 11-01 1'-0' 214r Vr Wr 114r 1'-0' Z4r Vr 10"-0' 1r•6' . . " " " t„ TJI®joist web with 2 rows 10d BEARING AT WALL 14' 230 114r 1'4r 1'-0' 3'-0' For 194r I14r 1'-0' 74r War 10'-W IT-0' a Minimum of 4 rows 10d(3 x 0.128 )nails at 12 o.c. blocking panels 92 deep or 360 114r 11-V r-o• s4• V4r 1r-' 114r 2'-0' 414' War 1r-0" 14'-0" for 14"and deeper beams shorter than 12" long. Blocking (3")ro r,cli rails at 6" 560 114r 1'-0' I14r " War 13'-6' 11-0' W-a" V4r 1V4r IT4r 16'-0' ® If using i��d 3%" or larger tails the number Do not cut flanges. r nails: on-center,clenched. Use Trus Joist rim board 210 r-0" r-o' r-0" r-o• 3'-0" s48' g'-8' 1-0' 1-0' 1-0' 448' e'•8' 1r4" 1s4' n9 ( 4 ) �'g Strop n 3I Pa 16d (3� )nails with or blocking for lateral support 230 1'4r 1'-0" 1'-0' 1'4r 4'-0' V4r 104r 1'-V 1'-0' 1'-0• " IW4r Mr IV of nailing iws may be reduced by one. Leave 2/8" 3i" TJT°joist 16' 300 1'-0' 1'-0' 1'-0' 31-0' 6'-8' 1174r 13!4r 1'-0' v4r r4r r4r iT.Cr IV4r 1T-0' minimum end j sec 1'-0' I%& v4r, r•8• r4r 11%cr, lv4r, 1'4' 114)' 3'-8" War IV4r IV4r 19-0' distance flange widths. 33'2"Width Pieces: Microllarr�' LVL typical , Jr 6• r 10' 1r 152 1r 4• 8' r Joe 1r 15' 1r 1/" Trus Joist rim Parallan� PSL or yp r� 350 1'4r 1'-0' 3'4r 6'-0' V4r 16-V 1'-0' 4-4r g'-0' W41e JV4r IW-r O Minimum Of 2 rows 72 bolts at 500 1'-0' 1'-0' r-o' 6'-0' 104r IF4r 1'-0• r4r 11'-8' I" 19-cr 20'-0' 24" o.c.staggered board TimberStrahl LSL Variable slope joist hanger. Verif 360 114' 114• 1'-01" 3'-0' r4r 11'•0' 15'V for 1'-8' r4r 1r-6. IV4r 17-T 21'-0• capacity and depth limitations. 20' (1)Load must be applied evenly acx+oss enttro i-4r 1'4r W.W 12'-0. 16'-0• 1'-0' 3'-W 8'-8' 141-M 1r•8' 19'•8" 2(r4r beam wkith.Otherwise,use connections forside-loaded beams. Straps are not required with slopes of 3" per foot or less Wood Rectangular ttolss based onement of brow side. • Holes be located vertical a within the web.Leave Yam of web(minimum)at top and bottom of hole. Additional nailing or bolting may be mac ' �eV� 0,��11 Paral larrr�" PSL or TimberStr�nd LSL colum �y 1Y • Krwdcouts are!Darted In web at approximately 12'on-center they do not affect hole placement � requilred with side-loaded multiple-member El E1W H5 � tiIti 1 n 6'minimum uniform! loaded fists meets the requirements of current Trus Joist product guides,one maxdmum beams. Refer to current product literature. i h lar\�o �) • For simple ( ) y j meeting size round hole may be looted at the center of the joist span provided no other holes occur in the joist. � • Distances one bassi on the maximum uniform loads shown In current Trus Joist product guides.For other load conditions or hole 2 stud configurations contact your Trus Joist rep wall at 16" Plate nail - 16d(31Y) box WEB STIFFENER ATTACHMENT ALLOWABLE HOLES - Beams and Headers en-center at 12" on-center Y minimum PROJECT: 2x d'rariteter of the krr�gest hale(minitrrutn) Floor panel nail -8d(21/i") " 2/4 maximum Blocking panels Backer block: Install tight to TAY L O R RESIDENCE common at b on-center may be required with bottom flange (tight to top ADDITION _ _ %depth Three 8d(2Y ) box nails, Filler block: Attach flange with top flange hangers). �i� clinched shear walls above or with ten 10d 3" box Attach with ten 10d 3" box ' below-see detail 81 ( � ( � 200 GROVE DRIVE ° Co_ p _ Allowedhelezats ° ° cut on round holes and Y/e Trus Joist (Three 16d Min)box rails at nails, clinched. nails, clinched when possible. SOUTHOLD, NY 11971 ° ° only In the center of beam. rim board I " 3%" TJIa joist f lange widths) Use ten 16d (3%2") ROUND HOLE CHART iY = box nails from TAX MAP #: 1000-080.00-04.00-019.001 }japan Allowed hole zorte 3y spars Web stiffener each side. each side with LSTAI8 stra nails: 110 BEAM DEPTH MAXIMUM ROUND " Toe rail - 10d(3")box IWI See sixes below. TJI®/Prop' 550 joists. Leave 2/8'�mum HOLESIZE m at 6" on-center 4"I Web stiffeners required end distance, typical DRAWING TITLE: • For uniformly loaded beams only. 6y2w 1%0 Tight fit each side at 83W 5Y2 /4 • Rectangular holes are not allowed. BEAM ON 7%.to 20" 2• W Web Stiffener Size W Web Stiffener Size Variable slo joist hanger. Verif • No holes In cantilevers. COLUMN CAP see 8ustratlort fa'AIlowed Hole zone Boundary railing- � j 9 Y " i " i " " o " 7 " See FLOOR SPAN TABLES and capacity an depth limitations. CONNECTION DETAILS 1 8d (2�. )common Install proper blocking to i/ / x 2%6 minimum 2/6 / x Zg/6 minimum • No holes In headers or beams In plank orientation. at 4" on-center* support all panel edges 3 " s " s " 1 " " 5 " , , s3 B3W GENERAL NOTES in current Hb �� 1/4 / x 2/6 minimum 2/ i x 2/6 minimum Trus Joist literature for exceptions Straps are not required with slopes of 3 per foot or less A3,4 "See Trus Joist Framer's Pocket Guide 2%6" %4" x 4116a minimum I 3Y2" 2x4 Load bearing or shear wall above SCALE: Trus Joist ruin board for shear for additional installation specifit�tions. g BIRDS�iOUTI-I CUT blocking(between joists). Field BEARING FOR DOOR (must stack over wall below) Allowed at low end of joist only trim to match joist depth at OR WINDOW HEADER outer edge of wall or locate on Pl Web stiffeners required Load from above Blocking panel wall to match joist depth. Strap per code if top if sides of hanger do not Bearing plate: laterally support at least Flush plate with inside Beveled web 13 plate is not continuous %" of TJI°joist top i " stiffeners on DRAWN BY: over header face of wall or beam i /16 both sides flange _ 1�/� PIS 72 :, CHECKED BY: w n �5 VA. C9 �o F 'I Top f ku>ge XX hanger 2x4 min mum Web stiffeners required , Maximum allowable Wcut TJI°rim joist Face mount squash blocks each side at BIW FILE NO.: �- hanger Must have 13/" minimum joist Use 2x4 minimum squash blocks See FLOOR SPAN TABLES and BLOCKING and VENTILATION A2 4 jo Hl CS to transfer load around TJIa g� g�W GENERAL NOTES In current �(��'` PROJECT NO.: DRAWING NO. 58 SHEARbearing at ends nL2 H3HOLES...Roof On joist R5 5o f block forXXXX lysoffit support DATE: A-503 XX\XX\XXXX I I PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE Str(arag�-iNa!/�'141gh-strength Wood Sheamtalls _...... . _. ... .r_. -.. ° 2162 MAIN STREET Standard and Balloon Framing on Concrete Foundations " , Hghsirengtn11� • : GLASTONBURY, CT 06033 wood Shearwall 11�� NAILING SCHEDULE #� `^ �A I; JOINT DESCRIPTION #OF COMMON NAIL SPACING - - . - ,f, 6312 NA!L5 +;ISimpson Strong-Tie Strong-Wall high-strength wood shearwalls combine It ROOFFRAM/NG It is a violation of Section 7209 of the design flexibili with performance. Field trimmable the can be customized -a a ty P 1 Y Joist hanger a ..t°, t ` New York State Education Law for an a ti,.) ,� I', - RAFTER TO TOP PLATE(TOE-NAILED) y • to accommodate varying heights Or rake walls. They are evaluated to the p 1. -a `. . '" MODEL MEMBER SIZE FASTENERS CEILING JOST TO TOP PLATE(TOE-NAILED) 3-00 PER RAFTER p IS per i+ - 38D PER J06RAFT person, unless he is acting under the �+ designer F •`' NO, GEEING J015T TO PARALLEL RAFTER(FACE-NAILED 8-160 EACH LAP direction of a licensed professional 2 o C�+ r� S, i� '"'� W IRID,3E CARRIN,3 EACH2�1U IR41/IBC and are IlSted by ICC-Eti7. ! �. GEUNGJOSTLAPS OVER PARTIiION$(FACE-NAILED) 8-I60 EACH LAP architect, to alter any item on this MEMBER CLIP COLLAR TIE TO RAFTER(FACE-NAILED) 3-I eD PER PE END drawing in any way. If t h e drawing is Q.� Installation i dAf f HRC22 19116 2X OR 16 10DX1111 2-10DX1112 RIM BOARD TO RAFTER 2-0 EACH END altered under the direction of a '® ?-IbD EACH END -�` All panels may be field trimmed to a minimum of 741/2". Strong-Wall High-Strength Wood 131a"wiDE professional engineer, the altering U.I Shearwall Naming Legend p WALL FRAMING engineer shall affix his seal to the Trim height from top of panel only, do not trim from Sides t�� ♦ Q drawing with the notation "altered by" i or bottom. Drilling holes in the Strong-Wall high-strength wood YYSWH 1 S,�.t3 MATERIAL HRC?? �. TOP PLATE TO TOP PLATE(FACE-NAILED) 1-I60 1 PER F00T followed by his signature, the date of O ff , ro• FINISH GALVANIZED TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1&0 JO'Nr$-EA.SIDE alteration, and a specific description } shearwalls is not allowed except as shown on p. 36. t STUD TO STUD(FACE-NAILED) 1-16D 24'O.C. HEADER TO HEADER(FACE-NAILED) 16D 16,OC.6 EDGE$ of the alteration. 3° • Anchor bolt nuts should be finger tight plus 1/2turn. High-Strength 1 apa IN$rALLATION TOP OR50TTOMPLATETO5rUD(ENO-NAILED) 1-160 PER STUD USE ALL SPECIFIED FASTENERS. ` Wood Shearwall �' ON END OF RIDGE-USE OPTIONAL DIAMOND HOLES ON HRC22 AND HRC42 TO SECURE BOTTOM PLATE To FLOOR JOST,BAND JOsr, 1-I60 1,2 PER FOOT Width Maximum shim thickness between the shearwall and top END JOIST OR BLOCKING(FACE-NAILEO) .C. (in.) First-Story Installation with Wood Floor System THE HRC. BEND FACE FLANGES ON HRC22 BACK FLUSH WITH RIDGE AND COMPLETE -+--' plates or header is%". For additional shim thicknesses, see Height Specify panel height from top of foundation NAILING. p detail 9/WSWH2 on p. 35. { ) to underside of the top plates or beam. PRC22 ON FACE OF RIDGE-ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. FLOORFRAM/NG ry DOUBLE BEVEL-CUT HIP MEMBERS TO ACHIEVE FULL BEARING CAPACITY JOIST To SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-eD PER J0157 • Walls may also be used in 2x6 wall framing. Install the panel flush THE HRC MAY BE SLOPED TO 45°WITH NO REDUTION IN LOADS, BRIDGING TO J057(TOE-NAILED) 2-00 EACH END - —j BLOCKING TO J05T(TOE-NAILED) 2-80 EACH END to the outside face of the framing and add furring to the opposite BLOCKING TO SAL OR TOP PLATE(TOE-NAILEO) 3-16D EACH BLOCK LFOOER STRIP on 33 q SHEER WALL DETAIL @ N000 FLOOR 5Y5TEM HIP RIDGE CONNECTOR DFTAIL eAN0J16TTOJOB (ENO-NAILED)EAM ED) 3-I6D PARHJOSr face as required to accommodate finish material. See detail 6/WSWH2 J016T ON LEDGER TO BEAM(TOE-NAILED) 3-60 PER J05T /� BAND JgST TO JOIST(END-NAILED) 3-I6D PER JOIST p SCALE: NT5 SCALE: I" = 1' — 0" ILL OR TOP PLATE(TOE-NAILED) 1-I60 1 PER FOOT • Top connection installs with a combination of SDS25600 Heavy-Duty - Connector screws and SWS16150 Strong-Wall screws. RooFSHEATHiNG (t STRUCTURAL PANELS 80 (EDGE l 11"FIELD Codes: ICC-ES ESR-2652, City of LA Building Code Supplement and F OIAGONALBOARDSHEATWNG I`X6"OR I"X8" 1-8D PER SUPPORT State of Florida FL5113� 3-60 PER SUPPORT" WSWH-TP Top Connection �Xle"OR WIDER ° Attaches t0 header (provided with WSWH Also applicable for CEILING SHEATHING GYPSUM WALLBOARD �B can be installed on either side portal applications �' 5D COOLERS 1'EDGE/le'FIELD ortop plates with a header. 0) WALL SHEATHING �# 3 STRUCTURAL PANELS 80 6"EDGE l I1"FIELD y FIBERBOARD PANELS 7/I6" bD 3 3"E05E l("FIELD ,. Max isx shim WSWH-TP a` as necessary 25/31" 8D 3 3°EDGEIb"FIELD GYPSUM WALLBOARD 5D COOLERS 1,ED6E l l e FIELD F7 �! $ ° top connection for tight fit HARDBOARD 8D N/A se'1 NOT USED MODEL MEMBER SIZE FASTENERS UPLIFT PARTICLEBOARD PANELS 8D (SEE MANUFACTURER) NO. TO TO AVG. DIAGONAL BOARD SHEATHING f ?F If I LILT. 1°X6"OR I k8" 1-8D PER SUPPORT r e WSWH-TP installs RAFTERS PLATES IXle'OR WIDER s ' ',• 3-60 PER SUPPORT It'll HCP2 2X 6-IeD X 1112 6-10 X 1112 201'1 with a combination FLOOR SHEATHING Precut chase , Align WSWH-TP of SDS25600 and 1 SUBMITTED FOR FILING 9-9-24 -_ for wiring and � 9 " , lines with bottom SWS16150 screws STRUCTURAL PANELS openings f0f At I"OR LESS 80 b"EDGEl11"FIELD 1 \, MATERIAL 18 GAUGE r of top plates (supplied) GREATER THAN I" 10D b"EDGE/b"FIELD plumbing and , ) , f FIN154 PCP?-GALVANIZED OR Z-MAx;HCP4 -GALVANIZED. NO. REVISIONS DATE oe DIAGONAL BOARD SHEATHING J electrical Ix("OR I"k8 ?8 " D PER SUPPORT) 1f Field trimmable INSTALLATION: I X16'OR WIDER 3-eD PER SUPPORT and drillable USE ALL SPECIFIED FASTENERS. OWNER: 'y,_-0 r ATTACH HCP TO DOUBLE T0P PLATE$%BIRD$MOUN ONT REQUIRED FOR TABLE LOADS. 1 NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b"OG.AT THE PANEL EDGE INSTALL RAFTER AND COMPLETE NAILING. RAFTER MAY BE SLOPED r0 45°. IF WALL SHEATHING IS NAILED 3"O.C.AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, B "I 1e NAIUNG REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED,OR ALTERNATE ; 1 �1 CONNECTORS,SUCH AS SHEAR PLATES,SHALL BE USED TO MAINTAIN THE LOAD PATH. a i q I l 1 WHEN WAWLL$NEATHING 16 CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED#OF I � . HIP CORNER PLATE DETAIL NAILS SHALL BE PERMITTED TO BE REDUCED r0 I-IbD NA L PER FOOT. / d; 3 CORROSION RESISTANT 11 GUAGE ROOFING NAILS AND 16 GUAGE STAPLES ARE PERMITTED,CHECK Tooling holes '+ ., + Approx. SCALE: I = 1 — 0i IBC FOR ADDITIONAL REQUIREMENTS for manufacturing ? 30 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ,t 5DS25600 SWS16150 GROUND WIND SEISMIC SUBJECT TODAMAGEFROM WINTER ICESHE/LD GROUND AIR purposes. SNOW DESIGN FROSTLINE DESIGN UNDERIAYMEN FLOOD fREEZ/NG WSWH-AB Heavy'Duty Strong-Wall No fasteners LOAD SPEED(MPH) CRITERIA WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX Connector Screws Screws required. Heavy hex nut and 20PSF 1?(MPH C SEVERE 3`4 MTOFl $TOM 11_ YES YES r) heavy bearing plate I HIGH WIND ANAL MS. Form mounted E r MISCELLANEOUS PROJECTDA TA templates enable • precise anchor > :: bolt placement � � � WIND AZONE 120 MP 109 GROVE DRIVE SOUTHOLD H e P � a „ } ... i EXPOSURE' ?B=r before the pour b MEAN ROOF HEGHT' Optional t°-diameter by PRoviDEL$rA 30 STRAP ROOF SPAN' 20-71 % W-deep counterbore AS MRF'D BY"SIMPSON' DESIGNED ACCORDING WITH WOOD FRAME CONSTRUCTIONMANUAL 'A OR EQUAL-32"0.C. FOR 1&2 STORYDWELLINGS CHAPTER 2PRESCR/PTIVEDES/GN g e , , Top Connection Section View9 TOP f 1307. (4)EACH SIDE ROOF 1?4FTER/TRUSS TO TOP PLATE CONNECTION Foundation design (PRESCRIPTIVE DESIGN) ' 4a. (size and reinforcement) UPLIFT =411#PER TABLE3.4 PROJECT: by designer LATERAL$SHEAR PER TABLE 34A (PROVIDE 0)#BD COMMON NAILS F Standard Installation WALL TO WALL CONNECT/ON EACH R.R. (C.J CONNECTION TO TOP PLATES(TOE-NAILED) TAY L O R RESIDENCE . ADDITION 12" US Patent 10,711,477 (PRESCRIPTIVE DEVON) UPLIFT =355#PER TABLE 1.1A (SEE DETAIL#3 FOR CONNECTION REQUIREMENTS) 200 GROVE DRIVE LATERAL Q SHEAR PER TABLE 11A (PROVIDE(3)#IbD COMMON NAIL PER STUD TO PLATE CONNECTION S O U T H O L D, NY 11971 WALL ASSEMBL Y TO FOUNDATION CONNECTION (PRESCRIPTIVEDE5IGN) TAX MAP #: 1000-080.00-04.00-019.001 SHEERWALL DETAIL FLOOR TO FLOOR STRAP DETAIL UPLIFT PER TABLE3.413 (PROVIDE(3)#BD COMMON NAILS0EAC14 END OF 1-iA'x 10 GAGE STRAP SG TS SCALE: I" = I' — O" SEE ELEVATIONS FOR LOCATIONS DRAWING TITLE: PER TABLE 3.15 (PROVIDE 5/8'DIA.ANCHOR BOLT$0 b-e'0 R. WITHIN e'-0"OF ALL CORNERS AND b'-0"O R AT ALL INTERIOR ZONE LOCATIONS.SEE BELOW,MORE MODEL DIMENSIONS FASTENERS ALL INTERIOR ZONE LOCATIONS.SEE BELOW,MORE NO. ANCHOR NO. OF CONNECTION DETAILS 2 GA. W H B Cr LATERAL(SHEAR PER TABLE 3.1A 306 .GlB"DIA ANCHOR BOLTS VIA. SIl/4X3 WOOD ®I b OZ.BRAC/NGADJUSTMENTFACTORS MINIMUMUNIFORNILYD/STRIBUTED PHD5-5D53 14 3 11911 S 1118" 1318" 5/8 I/4X3 � 2 - 10D X 1 1/2 8YROOFCOVER/NG DEAD LOAD L/RELOADS in ounds pers uarefool ROOF/CEILING ROOF/CE/L/NG SCREWS O � DEADLOAD DEADLOAD USE L/VELOAD WALL SUPPORTING f5PSFORLESS 25PSF ATT/CSW/THL/M/TEOSTORAGE 10 ATT/CS WITHOUT STORAGE 10 MATERIAL:PH05-6D63 2-I60 COMf10N ® ROOfPLUSONESTORY 1.0 Ll ROOF ONLY 1.0 1.1 DECKS 4e SCALE: FIIJISH GALVANIZED NAILS Ib'D.C, ALLOWABLEDEFLECTIONOF F/REESCAP S ON/ES ae o O I STRUCTURAL MEMBERS GUARORA/LSANDHANDRAILS 100 INSTALLATION GUARDRA/LS/NF/LL COMPONENTS 50 ALLOWABLE USE ALL SPECIFIED FASTENERS. PASSENGERVEH/CLEGARAGES 50 STRUCTURAL MEMBER DEFLECTION ROOMSOTHER THAN SLEEPING ROOMS 40 PLACE THE PHD OVER THE ANCHOR BOLT RAFTERSHAVINGSLOPESGREATERTHAN3112WITHNO U180 30 SLEEPING ROOMS INSTALL$IMPSONS GODS-RECOGNIZED SDS 1/4X3 WOOD SCREWS, WHICHFINISHED CEILING A TTA CHED TO RAFTERS ARE PROVIDED FOR HOLDOWN6,PER ASrM 766r STANDARD$,ANCHOR 60LT INTERIOR WALLSANDPART/TIONS Wee srA/Rs 40 WITH THE HOLOOWN. (LAG$CREW$WILL NOT ACHIEVE THE SAME LOAD.) NUr$$MOULD eE FINGER-TIGHT PLUS Ili TO 0 TURN IulrH FLOORAND PLASTERED CEILINGS L136e FOR AN IMPROVED CONNECTION, USE A STEEL NYLON LOCKING NUT OR THREAD ADHESIVE ALL OTHER STRUCTURED MEMBERS U24e DRAWN BY: A WRENCH WIrN COM1 C RATION GI vFN r0 P05S BLS Fl1NRE IUD SHRINKAGE EXTERIOR WALLS WITHPLASTER OR STUCCO RIVISH 060 p I S SE THE ANCHOR BOLT ° CARE SHOULD BE TAKEN TER/OR WALLS-WIND LOADS WITHBR/TTLEFINISHES U140 �7 SEE SSTB ANCHOR BOLTS, PAGE 16, FOR ANCHORAGE OPTIONS. THE DESIGN ENGINEER " ED Agcy 0 o°e ° o TO Nor OVER-roRauE THE NUr. EXTERIORWALLS•WINOLOADSW/TNFLEXIBLEFINISHES MAY SPECIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RESIST THE 7EN51ON LOAD CHECKED B Y: FOR A SPECIFIC JOB. ANCHORAGE LENGTH SHOULD TAKE THE SEARING PLATE HEIGHT OF XX I 'alb"INTO ACCOUNT, TO ENSURE ADEQUATE LENGTH OF THREADS TO ENGAGE THE NUT. FOR 3X$ILL PLATES USE$STBL T O T16 DOU13LE2X MEMBERS TOGTHER, DESIGNER MUST DETERMINE rHE FASTENERS REQUIRED TO BIND MEMBERS r0 ACT AS ONE UNIT WITHOUT$FLITTING THE FILE NO.:WOOD. CORNER STUD HOLDDOWN DETAIL NAILING SCHEDULE PROJECT NO.: DRAWING NO. SG E: I — I — O SCALE: NO SCALE XXXX DATE: A-504 XX\XXUCXXX i vwnen: t AUY.IA Wearee4T.A"EA*W f/A1:%FAnsoa V LEa D'=A nE FAIL-WW F WLL SzAgI r.%AIM!'aC A?ME-APa EDSf PoIA!rAt+W-"M SAW CA-Aw7Pf9, MAIMS IM sr."n"K-SBR9 SM+L'4 ff DdeLL-'1•OW A:W"lf G'>�'._&EW M&EAW MATE.&4 L W WJr V KAVALY rIE LOC FAN ! &&SA&L 91Jr0#d 8 flYA11 M MTV G'aMELrEI1 T►E TAVAA W 1 L'7 PNi..*,4 QE wM'fYrT=LT"Of AgEbW TO hW^ML FEW POM 1 iRE"TAMT A"Off VftVW 4ALSL AND Pt&AM 9rA".AkE FE4'•rtiEC,A.WX RC KV AMYTK t REW"rINT9 CLW477CA''LmG'E0CA4 'DEXVCflTMl fl—vo x.a sc::ia ss = atuvaoe:ReRr Ka-ex rFsti+a a�Lkc Aw SV{Yf- �.1(11(( Ct-gECY fWIJST:d� RK+YI mo S�F^'SFf- �L d5/ 11r!* to ne-N' c Mr'sr I. '-0PLI NN"�}. ' Kw IA-f 120 t"t'./ 1�_1111-'�—J HIGH WIND ANAL PSIS.' gSC UIEMFRC46 TDATA flm ,:oz 51 D?'J!LlRE• .MEAN•Yzr,etwr racer rAIT sr r wpDDF Ps' Ia DEeP KXcTU*rl ON n- 1.1 sror Z"FUMV11 644a'f!i 19RS5:wo,af Dram R00FRAF7F&'lXUSS7'0TOPRA7ECOVEC 791 t-�Demw OW •A"PET TAME 3A PROJECT: LA'EWAL t AEAt' RTa iA"14A Q°I Cvff&I ASP C01f•YW NARAI• TAY L O R RESIDENCE LAcu lac f e A C*#ECrm ro-rPL.L"±trcr wzE}! w4a Tn W41 calA -cm 1 ADDITION Is L'E46 S' ,Rr •�FL4TAWim 0-0DUALRlhRRWJET1Q1F�LRE�96 2CJO GROVE DRIVE LA-MAL tOf-W M. FAMELU fto�[11WD C&"04 WL MR 9RD'TO SOUTHOLD, NY 11971 nAr=6AtWe 1YM WAILASS@I?StYToFL4PM4770VCN1EC710Y TAX MAP#; 1000-080.00.04,00-019,001 t�9cALrmrf DL�+1 y� FIR 7ASC£!� pMrAVE W W eZpp w xa_•r fAAN BE is L u4'x fd AL4M 9 RA- OFT"A"6 WUCAMM DRAWING TITLE: FW FAME IM b°10.N"9h''DAMCAMMT9Ib'd'QG &-44 sYd'OF AU CeK ER'9 AND i'4'O.L A! ALL WIMIW Z>EIfr.A 'M.9f!"-L oN P"- AUWIRMXWLMAMM9gR=n.W" CONNECTION DETAILS 2 AIRAL t".AW MR?Ala AU •DLA AMI AkW MT! WUBRo4ClWAaWU NTF4C77S •!�•°` Amvt,P uwamYDTSlfreus RYR00FC0Iff'l6La LG4D [NElNOS , cats rr. ��efEla? I►l'p:e 17FAY Y FA^^-`C:'.S'r ANlhd'-e^t DaA�N7'�5214A9E LE Ha G, SW ZIEW,CAP J°scaR S.S�£Jp° 5'h2E SCALE: R_'ku'LuS CKfS?WiY ll�d�•�. LI u-y351_cd%w 47 AU0Jj+ ELVLL�+T1L�+'V0F AL' AO AOS7R1uC7L'F& tATtiSSA 1niti ?:Li AEd 6:Y�4lLSJr RS C'gIPJh'S.Y'S 9! &►LVMSZS RA:StXP /_�'e-':F SA�.17e5 5a MIR^: :iSrS'E+P x?a"'ALA' A57c14'S G' ,4;Na4 SLe:9Nv Ra.14 rM PA-M Ml¢'�?SS.A e:in 51 IM!NOA S-z ff",- 0" 5£E10N3 FG{•S'S 4vs-f-CF[ls4-XIED ra eff' S R VRAM'DN:As.M%Ec lJ�ss IJ�Ano DRh14N$Y: Au0 ,7�h1#?&l$FWRs PIS -R1.r.�1r .1-M 'lL1L•$'11'nR :?wLS•WWWAaZ N.r. =t'L-f iA5r3 1A1D ^Yv y�••�+ CHECKED 8Y; 41L 1—)1(1�1 I. Xx FILE NO,: NA I��-� �INS SGHEDU�� ppn ICI T un npaullaln un I PROJECT ARCHITECT: IF I MINIMUM SSTB ANCHOR REQUIREMENTS ' ' I B R I AN DAVIS 34 ---SSTB28 _ ____ I I WOOD STRONG- SLAB ON GRADE- GARAGE CURB , I ART & ARCHITECTURE WALL MODEL (CORNER AND STEP-DOWN END) AT HEADER, FIELD NAIL THRU SHEATHING--I FULL LENGTH GARAGE HEADER -- - EMBED LINE _ __ __ AND METAL STRIP WITH 10d COMMON ___ _____._--___V_, -USE 3/8 PLYWOOD/OSB SHIM UNDER (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8"GLB P SW16 ,.____. ______.__- STRAP WHEN HEAD 6, - SSTB28 T� .. - PRE-INSTALLED NAILS OR 16d SINKERS AT LOCATIONS �NOTE. ! ER IS 3-1/8 GLB MINIMUM SIZE SHALL BE: SEE DET.4 1-- __. I S- - -_____ PLATE WASHER 4 - 4t' 3 1/s X 12 GLB 2162 MAIN STREET 06 ..I - SW22 - NUT AND I - HDQ8 HOEDOWN MARKED BY PAINTED DOTS OTAILS ABOVE DESIGN HEADER TO , -� MIN. 4x12DFL4. GLASTONBURY, CT 06033 _ z SW24 TOP OF PANEL I BE PROVIDED BY OTHERS ALTERNATE HEADERS ALLOWED.�. II -- �____ - - - -- --- SSTB28 j '`�1 _ i. I----- - - - — ---- -- a ;: I 860 508 6312 '' SEE ICC REPORT. '! _f -- - 10 ga. STRAP-SEE DET. -SWP. - --- t _ -- --- -r w1 - - SW32 -1 I_ - I 1 , ;I NOTES: m - - (I - , - + ,' i_ - '.i I , I �i � '� ° t ' 1 ¢ � i '� I ,• I „I It is a violation of Section 7209 of the 1--_ 1 �I _-____ _-____.- _ - - - to JI : — New York State Education Law for an . _ { 1. ADDITIONAL APPLICATIONS MAY USE THE SSTB ALL THREAD ROD i Z o _ I __ __ I - [ I ` ,! person, unless he is acting under they f - SHEATHING TO HEADER - I 12 ��z WHERE THE DEMAND UPLIFT FORCE IS LESS 1 _ - - BEARING PLATE W/ 0' 1. -- ? j, SEE D T II t direction of a licensed professional .� �., - U THAN THE ALLOWABLE SSTB LOAD SHOWN IN COUPLER NUT - 1 I w a ___ '� ,? I � E . 3 -1 architect, to alter an item on this [CC-ES ESR-2611. WITNESS HOLES-- .1.1 - -- - ( _ f - - g ! -1 z, MIN. - 2 SW18X8, SW24X8 SW32X9, SW48X8/9/10 VISIBLE FOR ` `� _ ;� SDS 1/4 x 2 1/2 w F I ` r -- - Ii- TO POST&HEADER SWP, drawing in any way.any the drawing is ih FIELD NAIL 10 a STRAP I' r SCREWS PROVIDED MIN. j ! r1 �_ WITH WALL. HEADER �i, - f I `{ altered under the direction of a FOUNDATION UNDER SEISMIC LOADING MAY USE SSTB28 INSPECTION I , ._ -__ or'�� , � WITH(10) 10d COMMON --TOP PLATES OF STRONG-WALL (DESIGN BY OTHERS) WITH NO LOAD REDUCTIONS. MAXIMUM UPLIFT ) t I STRONG-WALL POST. ''I „ HEADER(BY OTHERS) �, �) NAILS OR(10) 16d SINKER I i i engineer shall affix his professional engineer, the altering 5/8 DIAMETER - ! I I 1/2 SHIM IS PROVIDED WITH I NAILS AT TOP AND BOTTOM 9 s seal to the FOR ALL OTHER MODELS SHALL BE LIMITED TO I drawing with the notation "altered b " ANCHOR BOLT I STUD SHOE NOT WALL, BUT IS NOT REQUIRED i' OF EACH STRAP. i 9 y SLAB NOT 1, SHOWN FOR CLARITY. I -- I ! followed by his signature, the date of I n " ILt 10,085 LBS. (WIND AND SDC A&B),AND 8,475 - _ SDS1/4 x6 SCREWS SHOWN LBS. (SDC C-F). PAN 11 EL specific description ANCHORAGE ONLY. FOUNDATION DESIGN 1.!I , ,� ! I i", NOTE: I alteration, and a s ri FOR �___ _._-_ 3. FOUNDATION DIMENSIONS ARE FOR ----- - I , P L SHEATHING a I of the alteration. I SIZE AND REINFORCEMENT BY OTHERS. THE I i, i I` SDS 1/4 X 6 SCREWS - CLARITY l POSITION HEADER FLUSH a SPECIFY ALTERNATE EMBEDMENT, FOOT NG I U CHANNER METAL AGAINST STRONG WALL --- - ------ I o . SHEATHING L -- I o! SIZE OR ANCHOR BOLT. _, u I - ----- -- - -I i i , 4.- .. _. -- I 4. SEE [CC-ES ESR-2611 FOR ADDITIONAL SSTB -, _I_ _... - --._ : - - _______________i___________ 4"MIN. ..!. i INFORMATION. `�- f -'< - ---- --==_-___ ____ --------------- 4" TYP. - - 16 f- MIN. - - - -- -- - - - - - - - -- - - - _ - - - --- - - -- - -_ -_ - - - - - - - - - - - - - -- - - - - - _ , __ . .. SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF ALL CONNECTION 4 4" PORTAL WALL SECTION 5 - -- - -- _ -- - ---- - ------------ - ---- - --- ------------- --- --- ---- -- --- ------ ------ ------ ------- --------------- -----1----- ---------------- -------- ------------- ------ --------- - - - - -- - - - - - - --- -- - - ---- .�.- -- -- ---- ------ ------ - ---- ------- , _ _ - - -- -- - -- - -- - --- -- -- - -- - -- -- - --- - -- ----- - ------ - - - - __ ----- i _ - BEAM SPLICE _ DRAG TIE ACROSS BEAM SPLICE FULL LENGTH GARAGE HEADER - ( ) ER SEE DESIGN BY OTHERS -- MIN. H _SINGLE PORTAL SYSTEM ____ - HOLE(DESIGN BY OTHERS) ` -- _ DOUBLE PORTAL SYSTEM DETAIL --5- �OR 6 - ' 1"MAXIMUM DIAMETER HOLE MINIMUM SIZE SHALL BE: 6 x 12 DFL -_. :: SWP ' SWP -SHEATHING '-- ---- ' I IN FRAMING MEMBERS ON - --- l - I li ..-1. - --- I - .- -- - --- ----- -- ONE E PER MEMBER - _. - - ---- _ - - - ! : 4 - ---- -- _ 1 .�1 I - L 51/8X12GL6 I - - -- -- - -- / I --- °,• - F SEE ICC REPORT. 10 ga.STRAP-SEE DET. k -- ! -- -- —'.'II ---= - _ - -- - - - -__- - ---- - - - --- - _ ALTERNATE HEADERS ALLOWED. I r I< f ' SWP. 1 !1 ( ) - -- I II � w f LSTA24 STRAP MIN. I I O „ LSTA24 STRAP MIN. I •�• a --i- d ---- AT BEAM TO POST - MIN. HEADER SEE I � ' I I ' ( ) -'- - - ':I; AT BEAM TO POST j:' I I 0 1 SHEATHING TO HEADER - _ j ! ! I 5 6 I ! ' �, w ( is , chi - - I TYP LOCATION OF HOLE ;.! I: I{ I ,I DETAILS SWP, OR SWP ' I f, ; !I 8'MIN. 16'4"MAX.- - ---- -_ I ,i: ?1 3 -- -- �' -HEADER SUPPORT POST �7 ;:{' SEE DET. .WI' al [° c 7/8" MAX DIA. HOLE •-I' ° >� 1"(MAX) DIA. HOLE THROUGH CENTERLIN I I - - " DESIGN BY OTHERS ONLY ONE HOLE IN ' I (3)-LTP4 AT SUPPORT I 'A ( ) = $ P.r� OF POST.ONLY 1 HOLE PER -TOP PLATES OF STRONG-WALL POST TO STRONG-WALL ',7 - 16 4 MAX. I I r ' I '1 ` , �I POST j I I I' ,. I q. \ SHEATHING 1I. �';; f POST IN CROSS HATCHED AREA - ! I - ''.' ;', F;, (TYPICAL EACH POST) 1111 . I\ l 1m , (1)-1"(MAX) DIA. -- - DESDIGN BY OTOHERSOST ' 'll 9 ; I i/ ;/'^ U i' - STHD10 O�BLOCKOGGH CENTERLINE !I iv SDS1/4"x6'SCREWS l _I III:: ( ) I•. HOLDOWN(MIN.) ► -,- 1 - �. I . ---- -I .� i ---- i i '��' I'.'I' 'I; I I z COLUMN BASE _ .. i =_- —j So 1! ! - - 1 SUBMITTED FOR FILING 9 9 24 � - MN A II!11 G - I_— (DESIGN BY OTHERS) '- - - --- ( OESI BY OT- ----- _._.t !t --- ------ - - -- -- - 1 GN HER ) _, L: - - - D S = [ � It ! - - i O REVISIONS DATE -- - - --- -- - --- - 53 -- -_ - n.- -;__.._. �� - -- --- Pl 9 I N I __ 1 - - _ - --- - - I 4 - - - - — - - - -- - I ----——1 - --- -- __ -- - -- - __ ---- ---- i I _ - -<- -- OWNER: --------------- -----.._..------------------- ----------------- ------------------- -------------------------------- I '. 5.75" PORTAL WALL SECTION 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 8 ! 16" & 22" PORTAL ALL OPENINGS � 9 --- ---- - ----- - --_ - -- --- ------ -- - __ - - - - - -- - - - - - ----- - - ------ - - - ---------------------- ------------ ------- ------- ------- - ------------ --- ------- -- 5/8"DIA. 6.. MUDSILL A.B. SSTB28 OR NOTE: "I ISWAB7/8 ALL NECESSARY HARDWARE, - - 1 S ALA" SH 11,C - , FOR PANEL INSTALLATION, IS "SIMINC.",MIN. ! -1 STRONG-WALL' EARWALL IS MANUFACTURED AND TRADEMARKED BY PA67 PA67 SLAB OR CURB AND SWAB 78 R _ _�� - _ �-_-__. _t_ C-SW CATOALOG FORT TEMPLATE ON EXCEPT OR PROVIDED. - - I PSON STRONG-TIE COMPANY SIMPSON -_� ' -__ - 1 ANCHOR BOLTS. t HOME OFFICE:5956 W. LAS POSITAS BOULEVARD, PLEASANTON, CA.94588 T FOR TEMPLATE AND - - / 1 STRONG-WALL SURROUNDING FOUNDATION SELECTION CHART. - �TEL: (800)999 5099, FAX: 925 875-0826 = - ` TOP OF - SIMPSON STRONG-TIE COMPANY INC. IS AN ISO 9001 REGISTERED NOT SHOWN FOR CLARITY -� - - -{ , CONCRETE - - - : $ _ - I ( COMPANY - I I . - - - - -- a . . - e -__ I ; INSTALLATION OF - a _ - _ I 'u'11,r 1 . f - - HOEDOWN ANCHOR - - . - _ 2 O THESE RAWING PRODUCT AND THE STRONG WALL'" SNSTALLATRICT OT INSTALLATION GUIDE. 11 `I 'j �. I MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED I- II�I' ° � � _I;!___I v SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON I T �- - - - II I: t j - { {-,I _ _ �� 1. . 1 `„ 1 -r THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE u ''I-,], I [ I i ,-N, FULL LENGTH GARAGE HEADER l MADE BY A QUALIFIED ARCHITECT, CIVIL,OR STRUCTURAL ENGINEER. W 1 J i ,, ( a ` IY 1 j THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED _ t -I 7 b NOT SIHOWN FOR CLARITY ! SWT EXTERIOR TEMPLATE REQUIRED( MOISTURE 'I INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE I J 4 I Ili 1]--, -,- N `` 1 II - — {li�Ti� s fc,�,r �'I �,I �� - - - (FOR 2x FORM BOARDS) ° !��I • e DESIGNER. REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATION. tIL 1 �1 - -- - -1:17-� ,I - " r-- ATOTIME OF NSTAOL ATION __ r �_-__ _ 3�ll I8° TYP ! 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS, !a1 r m ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL" SYSTEM. IF ANY DISCREPANCIES ARE FOUND,THEY U z !- I '! --W S �z W ! I SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, h • OU - ---- -- --- ---- -- --- ---- I �2 W �2 W S=WALL LENGTH MENUS 7 34" -_- I PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR ' W , SEE TABLE BELOW FOR DIMENSIONS i ' I MUDSIILL A.B. ' I GARAGE HEADER ROUGH OPENING HEIGHT Z! TO CONSTRUCTION. PROJECT: 2 2 W -- ---I-- --- -- SSTB 8 1 . ___MODEL H CURB W/O SHIM* 1 WITH SHIM*- w W TAY L O R RESIDENCE W - _� L w - -` -��} SSTB28 OR -- - -- 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL ADDITION SSTB28 OR ! SW16x7x4 „ o-I I — FOUNDATION PLAN VIEW i. 11 SWAB7/8 ' SW16x7x6 I 6 7-0 7-0 1I2 = j IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE H - -- - - - -- -- - -- - -------- : I ! PROJECT DRAWINGS. 1. -13 s' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de 10 - --- - -- - --- - !` , - I SW22x7x4 ,- „ „ = `____ , � � - _= ! SW22x7x6 7 7 1 T-1 1/2 5 USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL 200 GROVE DRIVE ' 11 j FOUNDATION DIMENSIONS FOR STRONG-WALL ANCHORAGE Ili M ! - m - - --- 1 BUILDING OFFICIAL. SOUTH OLD, NY 11971 H- 19 z MAXIMUM WITH PAB7-36 ANCHOR BOLT WHEN de= 10 ;L,. i'' [ SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION CONDITION ALLOWABLE W de ! I - �` m -___----a- � I SW16x8x6 o 6. THE BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE ASD m - UPLIFT(Ibs) 11 (in) (in) 1 111',' - - ' T� „\� I - - W LATEST ADOPTED VERSION OF THE BUILDING CODE AND ANY OTHER TAX MAP #: 1000-080.00-04.00-019.001 - { ---. _ �� SW22x8x4 11,900 27 9 I i�i I I SW22x8x6 - 7 8'-1 8'-1 1/2 j LOCAL,STATE OR FEDERAL REQUIREMENTS THAT MAY APPLY.VERIFY DESIGN REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. CRACKED TOP OF ! 1 * 1/2"SHIM PROVIDED WITH WALL Q I' ! ! I 7 L ! sElsMtc - 13,--- - 29 10 _ CONCRETE _ `I I, I I i QCC, L 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM DRAWING TITLE: ANCHOR ROD UNCRACKED 12,500 24 - 8 SWTI INTERIOR TEMPLATE 1� `� i ,i U OF THE STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING (FOR 2x4 ABOVE CONCRETE cy ; 1' SYSTEM,INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL — —- —--- --- - _ --------- -- \ I I _ , I 13,100 25 9 d SEE 9-SWP OR I i FORCES FROM THE STRUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE 1. ----- - -- !.1 � I i - ---- - -- - - 1, SHEET SWO FOR DESIGNER. L(in) Lein) 1- -'- - i- - - - -------- 1 iL ��____ 1�I,I.1' CONNECTION DETAILS 3 s2oo 1s s ALLOWABLE OPENINGS 10,000 22 8 I {! -f i l 1 8. SIMPSON STRONG-TIE COMPANY INC.RESERVES THE RIGHT TO CHANGE I11, PAB7 18 I �' CRACKED 12,900 26 I g 5/8 DIA. , !1 I ' SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR --_--_--____-- .- 18 �__11..2_I' _-I I MUDSILL A.B. , SSTB28 OR =�� I ,( SUCH CHANGES. -- I-- ---- - I-------- _ - ----- i 1 Aj ! 2 WIND 13,100 27 9 SSTB28 OR S CO RETE ESIGN g CALLED OUT IS SIMPSON STRONG TIE PAB7-24 i 24 17 NC D '.l ------ - --------- --- - SWAB ALL HARDWARE C -- --- - ; - BY OTHERS 6,400 14 6 --_ -- - y - _ SCALE: I -- _ , - iii PAB7-30 30- 23�2 I 9,300 �$ s _ __- _ J -fiz , I UNCRACKED ; r PAB7-36 36 29,p ' i � e _ _ ! a) I 12,500 22 $ - I G -- --1 �, e -- - - -j - - --- i I 13,100 23 8 l I Ii - - a - I R -- NUT NOTES: --- ----- - - - - 11' t � = _° _. ! I --- --- -- _ _ ----- - �W- TABLE - -- I - -- - _I GARAGE PORTAL ALL T E r__ ---- 1 ASSEMBLED!1 ' k-...i 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D AND NUMBER OF NUMBER OF HOLDOWN ASSUME MINIMUM fc=2,500 PSI CONCRETE,ASTM A307 OR ASTM F1554,GRADE 36 MODEL W ! WALL N I PLATE WASHER ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH ____- - - SWTPF TEMPLATE SET UP (IN) H(IN) !I T(IN) BOTTOM OF WALL ANCHORS BOLTOSR ! WEIGHT DRAWN BY: CI / I _ (Ibs) I ' I � ` ) SW16x7x4 -�s- 78 --------- ---- -- ----- - -- -- - -- ---- ---i -t-- 1 �. ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. TOP OF - fin: I 4 8-SDS 1/4x6 2-5/8"Q1 2-7/8"O 1 90 I PIS wRED Agcy 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 � 1 __ - -. D L FORMS) I --- ---- - CONCRETE PV SW I 16 78 5 3/_4 8-SDS 1/4x6 2-5/8''0 2-7/8"f7J 112 ,� No SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318 14 SECTION 17.2.3.4.3 AND I �-, SW16x8x4 j 16 -I --90 NUT - o bra AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. 4 8-SDS 1/4x6 2-5/8"0 2-7/8"0 I 95 CHECKED BY: ---- - -- k_ 1�-...--..,��..•...�•.�.��.<L,�••^.•nM�w:--t-.r,.-.�•.�•<��.�.:M.�._.M�rr.-�-..,i...�M...�..n••��.��,..!^�.�..�"�„:.�.J...��•.wr��ws�..�.< ACI 318-11 SECTION D.3.3.4. '_;a t... x;�x6 1f 9£( 5 �SE3 J4 6:`•:t: : 3 SfS -?t :�: :12t1 : :: PAB7 ANCHOR BOLT I 3. WIND INCLUDES SEISMIC DESIGN CATEGORYAAND B. ! _``"``' _ ........:......4 X .._.. SW22x7x4..22-�I 78 4 10-SDS 1/4x6 ' 2-5/8"O 2 7/8"O I 95 I - - ---- - - - -- --I--.------------ -- --- --- -- --------- (SIZE AND REINFORCEMENT BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL i SEE SHEET SW2 FOR STACKED ' SW22x7x6 22 I. 78 5 3/4 10 SDS 1/4x6 2-5/8"O 2-7/8"0 1 117 I 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN - i- - -- - - --- - _---------- -- FILE NO.: REQUIREMENTS. _ = 105 i 1. SEE 11-SWP FOR DIMENSIONS AND ADDITIONAL NOTES. _ ` - - .. ... - - - .. - --- -------- -- - --- --- - ------- -- --- __ MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. SW22x8x6 22__ 90 4 10-SDS 1/4x6 2-5/8'f� 2-7/8 0 I NOTES: 1L 5. FOR ANCHORAGE SOLUTIONS USING SSTB,SEE ICC-ES ESR-2611. STRONG-WALL ANCHOR BOLT SW22x8x4 ' 22 , 90 5 3/4 10 SDS 1/4x6 2 5/8 0 2 7/8 0 - 130 - - - ----- ---- -- - --,- -- ----------- - - ----- ------ ------ - ---- --- --- ----- - ------ - - - - - - - - ----- -- - - -- -- - - - - - - - - - - - -_- -- - - - - - - - - - - - ---- - - - - --- - - - - - - - -- ----.- --- --- --- ---- - - - __ ----- --- ------- ANC6�OR/o►GE TYPICAL SECTIONS 10 ANCHORAGE SCHEDULE 11 STRONG- ALLR TEMPLATES 12 PORTAL WALL SPECIFICATIONS 13 NOTES 14 PROJECT NO.: DRAWING N0. XXXX DATE: A-504 XX\XX\XXXX I i 6ENERRAL CONDITIONS .4 COMPACT EACH 501L LAYER TO AT LEAST THE SPECIFIED MINIMUM DE&ZEE. REPEAT PROCESS UNTIL PLAN GRADE 6 ATTAINED. DAMPPROOIFIN5 PROJECT ARCHITECT: .5 DO NOT PLACE BAGKFILL OR FILL MATERIAL ON SURFACES THAT ARE WDDY, FROZEN OR GONTAININO PR05T OR ICE. B R I A N DAVIS 1. DRAW°t,1GS .6 PLACE BACKFILL AND FILL MATERIALS EVENLY ADJACENT TO STRUCTURES TO REWHI EEI ELEVATIONS. TAKE CARE TO PREVENT 1. FURNISH AND INSTALL MASTIC, DAMPPROOFINS ON EXTERIOR SIDE OF COONCRETE FOUNDATION HALLS. MASTIC, SHALL BE TYPE 1, (LA55 ART & ARCHITECTURE .1 IT 15 THE INTENTION OF THE5E IPRAWIN66 AND NOTES TO PROVIDE FOP, THE CtMPLETE COW3TRUGTION OF THE RESIDENCE, INGL.UDINO HED61N5 ACTION OF BACKFILL. A&AMT THE STRUCTURE BY GARR1'ING TW MATERIAL UNIFORMLY AROUND THE STRUCTURE TO B, TROWEL GRADE PRIMING ASPHALT MASTIC A5 MANUFACTURED 13Y `KA'RNAGK CMEMIGAL CATION' OR E6VIVALENff, EVERY ITEM 5HOHN, REASONABLY IMPLIED, OR REGUIRED TO COMPLETE ALL HORK, St"LD ANYTHING BE OMITTED FROM THE APPROXIMATELY THE SAME ELEVATION IN EACH LIFT. 2. WERE EXCESSIVE 6R9UND WATER 15 ENCOUNTERED,CONTACT ARGMTECT FOR PROPER INSTALLATION OF A WATeRPROOFING DRAW11 ,NECF-6ARY TO THE PROPER CONSTRUCTION OF THE WORK HEREIN DESCRIBED. IT SHALL BE THE RE5PON5IBILITY'OF THE .1 WERE THE C0145TRUGTION INGLLUE5 SA5EMENT OR OTHER UNDERGROUND HALLS 14AVIFNG STRUCTURAL FLOORS OVER THEM, DO NOT MEMBRANE, DO NOT 13AOKFILL IF PERCHED OR EXCESSIVE WATER CONDITION 15 SUSPECTED OR E'W-C71JNTERED. 2162 MAIN STREET CONTRACTOR TO NOTIFY THE ARRGHTECT. BACKFILL S111GH WALLS UNTIL THE 5TRUIGTURAL FLOORS ARE IN PLACE AND HAVE ATTAINED SUFFICIENT 5TRENGTH TO SUPPORT THE 2 DO NOT 56ALE DRAWINGS. WRITTEN DI MEN5ION5 SUPERSEDE SCALED DI ME3S,,ION5. WALLS. G L A S T O N B U R Y, CT 06033 2. PERMITS, FEES,APR" VAALS 12. DE6REE OF COMPACTION IREGUIREMENT5: INSULATION 8 6 0-5 0 8-6 312 .H CONTRACTOR 5R4LL OBTAIN A BUILDING PERMIT FROM THE LOCAL TOWN OR VILLAGE PRIOR TO 5TA TING ANY WORK. .I SIVXI TURAL FILL: DENSIFY ALL 5TRUIGTRAL. FILL, INGd.aJIDING REC-OMPACTED EXI5TING FILL AND BACKFILL, TO A MINI", PEOREE .2 ALL WORK SHALL CONFORM TO THEREQUNREMEENTS OF THE NEW YORK STATE UNIFORM PURE PREVENTION AID BULDIN6 CODE AND OF COMPACTION OF OF THE MODIFIED PROCTOR DENSITY. 1. ALL INSULATION 50ALL BE FORNISHEI) AND INSTALLED IN AC 0RDANGE WITH THE REOVIREMENTS OF THE ENERbY GON5ERVATION SMALL AL50 CONFORM TO THE REGIUIREMENT'S OF ANY OTHER AUTHORITIES HAVING JURI IDICTION. ,2 COMPACT THE UPPER V OF FILL IN PAVEMENT AREAS TO A MINIMUM DEGREE OF COMPACTION OF 45% OF THE MODIFIED PROCTOR CONSTRUCTION CODE OF NY STATE,2002. It is a violation of Section 7209 of the 3 CONTRACTOR SK&LL OE3TAIN AND ARRAN,EE FOR ALL REQUIRED APPROVALS,CERTIFICATES,PERMITS, INSPEGTION5,APPROVALS, DENSITY. V5E PROPER 50 BASE MATERIALS ONLY. 2, UNLESS OTHERWISE NOTED ON TIIE DRAHIN65, INSULATION MATERIAL5 SHALL BE AS FOLLOW5, New York State Education Law for any TESTS, ETC, FOR ALL WORK PERFORMED FROM A6ENGI E-'5 AND UTI LITIE5 HAVING Jt RISDIGTION THEREOF. 3 UNDER BUI L[AW-i SLABS,USE GRAKILAR FILL, I F SO GALLED FOR ON THE DRAHI N55. ALL EXISTIN55 LOAM 15 TO BE REMOVED AND person, unless he is acting under t h e 3 EXISTIN6 CONDI TIOR5 PBA AGED WITH SELEGTEI.7 CONTROLLED COMPACTED BACKFILL A5 APED BY A SOIL E1,161NEER. CRAW. SPACE R = 30 q" FIBERGLASS 13 ATT direction of a licensed professional .I igENERAL CONTRRACTOR SHALL CHECK AND VERIFY ALL EXISTING CONDITIONS AT THE SITE PRIOR TO THE 5TARTIN55 OF YORK. AND 13. BACKFILL IN6 FOUNDATIONS architect, to alter any item on this SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THE PLANS AND SPEGIFICATICW7 AND SHALL MAKE ALL WORK ASREE HIT14 SAS E. .I PRIOR TO THE COMMEK'EEMENT OF BACKFILLING EXGAVATION5 AS PROMPTLY, IN%RE THAT THE FOLLOHIN6 ARE COMPLETED; drawing in any way. If the drawing is THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND THE OWNER OF ANY AH0IGUITI E5 OR D156RREPANGIE5 BEFORE PROCEEDING .1 ACCEPTAWSE OF C.0N5TRLIGTION BELOW FINISH ORADE IWAA)VIN5,y APPLICABLE,DAMPPRRCOOFIN6 AND HATERPROOFM, INTERIOR 2" x 4' HALLS R = 13 3 I/2" FIBEP6LA5S BAIT altered under the direction of a WITH THE WORK. IF ANY QUESTIONS AR15E KFORE OR DURING CONSTRICTION AS TO THE INTENT OR DETAILS OF THE DRAWIN65, .2 INSPECTION, TE5T1N a, APPROVAL,AND RECORDING OF UNDER UTILITY LO('ATION&, professional engineer, the altering engineer shall affix his seal to the THE. CONTRACTORSHALL GALL THE ARCHIITECT FOR GLARIFIGATIOtMtt AND/OR INSTFd.IGTIONS. IF THE GOINTRAGTOR FAILS, TO FOLLOW .3 CONCRETE FORMWORKHA,S BEEN REMOVED, ROOF IWALATION R 30 11 FIBERC-LASS BATT drawing with the notation "altered by" THE ABOVE PR( CEDURE, 14E SHALL A55UME ALL RESPONSIBILITY FOR THE GON5EOUIE GES OF H15 ACTIO% AND/OR DE61510N5. 4 SHORING HAS BEEN REMOVED; 3. 11451I)LATION MATERIALS SHALL CONFORM TO THE FOLLOWING: ,2 VNNLE55 OTHERWISE NOTED, THE EXISTING CONDITIONS SHOWN ON THE D'RAWIN6a WERE 013TAINED FROM FIELD DIMENSIONS. 5 TRASH AND DEBRIS HAS BEEN REMOVED: UNPAGED I+I8E�6LA55 BATT'S ASTM G�rb5, TYPE 1 followed; alteration, his signature, the date of , and a specific description 4. SUPERVISION .6 PLACEMENT OF HORIZONTAL BRAGiNG ON HORIZONTALLY SORTED YVALL515 COMIPLETE AND SAFE; KRAFT FACED BATTS ASTM G655, TYPE III,GLASS A; of the alteration. .I THE C;ONTR2ACT0RR SHALL PROVIDE AI MATE P11NBER5 OF 'SKILLED WORKMEN WRIO ARE 714ORCUGHLY TRAINED,%LLEV AND .7 FOOTIW5 OR OTHER DRAINAGE FACILITIES ARE IN PLACE. FOIL FACED BATTS ASTM C665, TYPE 111, GLASS 5. CAPABLE IN THE NECESSARY CRAFTS,AND WHO ARE GOMPLETELY FAMILIAR HITH THE SPECIFIED#REGI11ttREWNT5 AND THE METHOP5 .2 ALL BACKFILL MATERIAL SHALL 13E GLEAN FILL. BACKFILL TO 33E FREE OF WOOD,TRASH,DEBRIS AND ALL ORGANIC MATERIALS. 4. ALL INSULATION SHALL BE LABELED A5 TO TYP1E,,MANUFACTURER AND R VALUES. t_EDED FOR THE PROPM PERFC RMAN(E OF THE WORK. 14. ORAVING 5. INSULATION 2 THE CONTRACTOR 'SHALL FURNISH AND U5E EG JIPMENT ADEQUATE IN SIZE,CAPACITY AND QUANTITY NECESSARY TO ACGOMPL ISH .1 PERFORM ALL ROUGH AND FINISH CdRADIN6 VX-GUtRED TO ATTAIN THE ELEVATIONS SHOWN ON THE DRAWINGS. .1 INSTALL ALL EXTERIOR WALL INSULATION IN ACCORDAN(E WITH THE MAtNUFAGTI.IRERS PRINTED INSTRUCTIONS. THE WOPY. INCLUDED HEREIN, IN A TMELY MRANNE-9- .2 W-lKE e.-44ANF-,Fr,OF N OP`E AfRF INDICATED CN THE= DRAWL 5S,6ONSTTZI.IGTReLLED T'RAN'SIT'n6 HAVING A MINI MUM RADIUS OF .2 INSULATION IN EXTERIOR K411-1-5 SHALL BE PLACED WITHOUT GAPS OR VOIDS BETWEEN INSULATION. PMEERE PIPES AND ELECTRIr.AL 3 IN PROCURING ALL. ITEMS TO BE FM15HED A5 PART OF THIS HORK, IT IS THE GENERAL CONTiRAGTOR'S RESPONSIBILITY TO VERIFY APPROXIMATELY 8--0",UNLE55 ADJACENT GON5'IRtFGT10N WILL NOT PERMIT SttC.li AS TRANSITION,OR IF SUCH A TRANSITION DEFEATS DEVICES OCCUR IN EXTERIOR. HALLS, PLACE INSULATION BEHIND SAME, WITHOUT INTERRUPTION, THE DETAILED°RE':OUfREMENTS OF THE SPECIFICALLY NAMED GODE5, STANDARM AND REFERENCE5 AND TO VERIFY THAT THE ITEMS POSITIVE CONTROL OF DRAINAGE. 3 INSTALL BATTS WITH FACTORY APPLIED MEMORANE FA,CI'NG THE HARM SIDE OF THE WILDING SPACE. PIROC.URED FOR USE IN V 5 WORK MEET OR EXCEED THE SPECIFIED RE-GJIREMENT5. .3 6RADE AREAS ADJACENT TO E UILD1HIGS TO AGI-t1EVE PRAINAOE AWAY FROM 5TRKTLAZE5 AND TO PREVENT PONDIN&. A 1N5TALL TTGHITLY AROUND ALL EXTERIOR'.OPENIN65 PERimETER5, FILL IN COMPLETELY THE SPACE EETHEEN WALL FRAKNNG AND A CONTRACTOR 5HALL COORDINATE ALL WORK, INCLUDING CDORDINATION WITH ANY OTHER SLEra47 RACTOR5 HIRED BY THE OWNER THE FRAME OF WINDOWS, DOORS,SLEEVES, ETC. 50 A5 TO ASSURE THE PROPER AND TIMELY PERFORMANCE OF WORK FOR THE OVERALL SCHEDULING OF THE PROJECT. .5 AFTER BAT'T INSULATION 15 COMPLETELY INSTALLED AROUNID EXTERIOR OPENINGS, PROVIDE 1145ULATON SEALANT OVER BATTS. 5 DE516N LOADS. ROOM OR SPADE LIVE LOAD CONCRETE 6. SOUND IN5t1L.ATION ROOF 452 PER 50. FT, J APPLY 50VV INSULATION AND SOUND ATTENUATION BLANKETS WITHIN PAiR.TITION5 GONITINUOU5LY WITH TIGHT JOINTS, INSULATION FIRST FLOOR 451t PER. 5O. FT. 1, ALL CONCRETE WORK SHALL CONFORM TO THE REQU1tREMENT5 AND RECOMMENDATIONS OF ACI-30 4-b4 'SPECIFIGATIONS FOR 4U5T EXTEND FROM FLOOR TO CEILIN5 AND FOR THE ENTIRE LEN6TH OF THE PARTITION WITHOUT ANY VOIDS. SECOND FLOOR 40# PER 50. FT. STRUCTURAL CONCRETE FOR EMLDINGS" (Fc = 5000 P51). 2 HHSZE: ELEGTRIG 13OXE-5 OR 51MILAR ITEMS PENETRATE THESE PARTITIONS, WRAP THE INSULATION AROUND SUCH BOXES AND THE 2. PROVIDE 5 MIL TRGK POLYETHYLENE VAPOR 13ARRRIER ENDER ALL CONCRETE SLABS ON 6RADE. LIKE 50 A5 NOT TO INTERRUPT THE COWINUITY OF THE INSULATION. 3. PRIOR TO BACKFILLINC,TROWEL ON MASTIC, 0AMPPROOFING AT THE EXTERIOR OF THE NEW CONCRETE WORK. 3 SECURELY FASTEN THE INSt1I_ATION TO THE PARTITION GONSTRUGTION. DEMOLITION 4. ALL FOOTINGS AND FOUNVATION5 SHALL RE5T ON UNDISTURBED 501L WITH A MI:NIKH SOIL BEARING CAPACITY OF 2 TONS PER 50UARE FOOT(2,000 P5F). FOOTINGS 5HALL HAVE MINIMUM OF 3'-0' OF GOVERR, A5 MEA'SU12ED FROM THE BOTTOM OF THE FOOTING TO THE I. CONTRACTOR MALL V'151T THE SITE TO DETERMINE THE CONDITIONS OF THE EXI5TIN6 STRUCTURES TO BE'IREMOVED. F1N15HE0 GRADE DIRECTLY ABOVE FOOTING,OR AS OTHERWISE I EQUtRED BY LOCAL AUTI40RI7IE5 HALING JURISDICTION THEREOF. ROOFING AND FLASNItNS 2. CONDUCT DEMOLITION OPE"RATION5 AND THE REMOVAL OF DEE3RIS WITH MINIMUM INTERFERENCE WITH EX15rM RESIDENTS,ROADS, 5. PRIOR TO THE PLACEMENT OF ANY FOUNDATION CONCRETE, THE CONTRACTOR SHALL HAVE THE LEVEL OF AGGEPTABLE BEARING STRATA STREETS, NALKS, AND ADJACENT OCCUPIED FACILITIES. EW- RE THE SAFETY OF ALL PERSC.&I6 AND EVILDINGa AROUND THE AREA OF VERIFIED IN THE FIELD BY AN INDEPENDENT SOIL TESTING A6EWY. 1. PROVIDE NEW 235' ASPHALT 5HI!,*LES AT PEW EXTENSION TO MATCH EXISTINGa HOUSE ROOF SHINC3t..E5. ROOF COVERING FIRE EXPOSURE DEMOLITION. C24VUCT OPERATIONS TO PREVENT INJURY TO ADJACENT BUILDINGS, 5TRrTURE5,FAGILITIE5, PER5ON5 AND PROPERTY. 6. ALL CONCRETE P40RK SHALL BE POURED IN PLACE. ALL FOOTINGS AND FOUNDATION WALL5 SHALL BE FORMED U51N6 HOOD FORMP*WK. GLASSIF16ATION FOR 2354 ASPHALT SIN61-ES,UL GLASS 'A" ASTM 3462. 3. PROMPTI..Y REPAIR ANY DAMAGES TO ADJACENT FACILITIE5 CAUSED BY DEMOLITION OPERATIONS AT NO ADDITIONAL COST TO C KNM T. C40WORETE FOOTINC6 SHALL NOT 13E PLACED IN OR UNDER WATER. 2. 5HINGLE5 94ALL BE INSTALLED OVER. ONE LAYER OF 159 ROOFING FELT AND 1l2" PLYWOOD ROOF SHEATHIN5 4-PLY FIR,COX. 4. USE ALL. MEANS NECESSARY TO CONTROL DUST ON AND NEAR THE WORK AND ON AND NEAR ALL LOADIM6 AREAS 15 SUCH DUST 15 5, CONCRETE COMPRESSIVE 5TREN15TH FOR ALL FOOTINGS, FOUNDATION WALLS, PIER5,AND OTFIER 'STW.,TURAL ELEMENTS SHALL BE 3. ALL FLASHINC5IREOVIREO FOR TH15 WORK SHALL BE ALUMINIUM. GAU5ED BY TF115 GONTRAGTOR'S OPERATIONS DURING PERRF= ANGE OF THE PORK,OR IF RESULTINIC-7 FROM THE CONDITION IN WHICH THE 3,000 PSI (Fe, -- 3AOO P50. CONCRETE GOMPRES5IVE 5TREN6TH FOR ALL INTERIOR SLABS ON 69,ADE SHALL BE 34M P51, EXCEPT 4. PROVIDE FLA514149 AT ALL ROOF PENETRATIONS, VENTS, ETC, INCLUDING-► STEP FLASHING FOR CHIM4EY WHERE-RECQUUI REP. CONTRACTOR LEAVE:5 THE SITE. FOR SLABS IN CRAPL SPACES MICH 54AH BE 3,500 P51. 5. REMOVE EXISTING 6UT-TER5 AND LEAD'ER5 AND INSTALL NEW LEAFMARD CUTTER SYSTEMS MTS, D32 GA. SEAMLESS ALUMINUM, 5. CONTRACTOR SHALL BE RE5PONSIBLE FOR OBTAINING LOCATIONS OF ALL UNDERtROUND UTILITIES, INCLUDING DRYWELL5, LAM q. CONCRETE SLABS ON 6RADEE SHALL BE 4" THICK C+OWORETE, TROIELED AND FLOAT FINISHED,EXCEPT IN 6ARAGE5, WHERE SLAB SHALL COLOR BY CMER. PROVIDE 5EAFLE55 ALUMINUM LEADERS AND EL5",COLOR TO MATCH 6UTTERR5 AND PROVIDE 5PLA5H BLOCKS SMNKLEIR SYSTEW5, ETC, PRIOR TO CZWENCINO ANY DEMOLITION. 13E A MINIMUM OF 5' THICK. PRROOPE bxbxIOfO WOVEN HIRE MESH IN ALL SLABS ON ORADE. A5 REQUIRED. 6. SLY MOISTEEN ALL SURFACES A5 REGUIRED TO PREVENT DUST FROM OEING A NU15ANGf TO THE PUBLIG,INEI&H'8OR5, AND 10, FURNISH AW PLACE ALL ANCHOR 501-75,5LIrEVES, INSERTS AS REWIRED. 1/204P AN10iJR 80LTS SHALL 13E FLACM AT A MAXIMUM OF 3'-0" C aFaZENT PERFORMANCE OF OTHER WRK O`1 THE SITE. USE HATER SPIZINKLING AND TEMPORARY ENGLOWRE5 TO LIMIT THE AMOUNT CENTERS, AND PLACED A MAXIMUM OF 1'-0" FROM CORPER5. OF DIRT AND DUST AR15RN6 AID SCATTKIW- IN THE AIR TO THE LOWEST PRArSTIGAL LEVEL. LIMIT THE AMOUNT OF WATER USSEt'? TO 11. FURNISH AND PLACE ALL STEEL REINFORCEMENT A5 INDICATED ON THE DRAW1,1 . RREINFORCING '51FEL 514ALL CONFORM TO A5TM A-615 CAdJLKIN6 PREVENT HAZARDOU5 CONDITIONS, SLIGH A5 FLOORING. eRADE 60. Z. CLEAN AC)JAGENT 511TM. TURE5 ANO IMPROVI NTS OF MAT, DIRT AND DEBRIS C.A1AM BY OFMil ITIrN OpePATIONS. A0.JAC.FNT 1. PROVIDE CAULKING AND SEALANTS AS IREOUIREED BETP EE`.N VAR1Ot15 MATTE`.RIAL5 AND JOINTS IN AGC,O9DAN6E WITH INDUSTRY AREAS SHALL BE LEFT IN G"TION EXISTING PRIOR TO THE START OF THIS HORK. STANDARDS AND PIRAGTICE5. 8. DEMOLISH ALL PORTIONS OF TREE 5T'RUGTURE5 INDIGATED ON THE D ANIN 55 AM RZEMOVE ALL. DEBRIS FROM SITE., STRUCTURAL STEEL 2. SEALANT MATERIAL'S 1 SUBMITTED FOR FILING 9-9-24 q. PROCEED WITH DEMOLITION IN A SYSTEMATIC, MANNER,, FROM TIP OF STRUCTURE TO&ZOUNP. CZHPLETE DEMOLIT104 HOW ABOVE J SEALANT MATERIALS HALL GONFOIRM TO: EACH FLOOR OR L EEL PRIOR TO 015TIURENN5 SUPPOIRTINC7 MEMBERS ON LOWER LEVELS. 1. ALL STEEL WORK 5HALL GONFORRM TO THE REGUIREMEt1T5 OF THE A156 05PECIFIGATION5 FOR THE DE516N,FAM16ATION AND ERECTION .I SILICONE PRODXTS. FEDERAL SPECIFICATION TT-5-001543; 10. 13REAK UP ANDRE:MWE CONCRETE SLA55 ON 6RADE, UNLESS O l`ERHI5E INDICATED. DEMOLISH AND REMOVE BELOW 6RADEE W00175, OF STRUCTURAL STEEL FOR BJIL.DIN66 .2 ONE COMI'ON'ENT PRODUCTS: FEDERAL SPECIFICATION TT-2-002306. NO. REVISIONS DATE METALS AND ALL OTHER MATERIALS ENGC?UNTERED DURINtS DEMOLITION. 2. STEEL PROGt1GT5 SHALL CONFORM TO THE FOLLOWING ASTM DE5IC41ATION5: 2 SEALANT PRODUCT'S SHALL BE A5 MANUFACTURED BY 'DOH CORNING CORP' OR "GENERAL ELECTRIC COMPANY', SILICONE PRODUCTS II. 144ERE EXISTdNC-7 WAILS ARE REMOVED 09, NEW OPENIN65 ARE GALLED FOR IN EXI5TIN6 WALLS PRIOR TO REMOVAL OF EXISTING STRUCTURAL DIVISION. HAI-LS, CEILING E3EAM5,;ROOF RR,AFTE125, ETC. C4NTRACTOR SHALL BRACE EXISTIN5 A5,REC .ED UNTIL NEW 5TRU6TURL MEMBERS 3. ALL STEEL FLITCH PLATES, TO BE THIRIU-BOLTED TO WOOD HEM13E:RS WITH 51b"D. STEEL BOLTS AT 12" cc,5TA6 GORED (IF NEGES'SNZY). .3 SEALANTS SHALL BE ELA5TIG, WATERPROOF AND NON-GORRO5IVE. 601,VCM MEN SET MUST BE FIRM BUT NOT HARD OR BRITTLE OWNER: AS SPECIFIED ARE 1%. TALLED. 4. FLOOR LEVELS, COLUMN C.ENTER5,AND OFF5EET'5 ARE TO BE FIELD DIMENSIONED PRIOR TO FAERIGATION AND INSTALLATION. AND MUST PROVIDE LON5 LIFE, ELASTICITY AND COMPLETE AND PERHANENT ADI-5ION TO THE MATERIALS ON 130TH SIDE5 OF THE 12. ALL ITEMS REMOVED IN THE GONSTIRIIGTION SHALL REMAIN THE OWNER'S PROPERTY WITH THE EXCEPTION CJF THE DEBRIS MIGH SHALL BE JOINT. AFTER APPLICATION,THE COMPOJN0515T NOT SAG,CRACK,OR SHRINK UNDER ANY HEATHER CONDITIONS, NOR P'I75T THEY CARTED OFF THE 517E AND LE&ALLY DI5P05ED OF. ITEM OF 5ALVAC CABLE VALUE TO THE GONTRAGTOR MAY 5F REMOVED FROM THE 13E OF SUCH NATURE AS TO STAIN OR DISCOLOR MATERIALS TO W 16HI THEY ARE APPLIED. STRUCTURE(5) AS TM--- WORK PROGRESSES. SALVA.6E0 ITEMS MUST BE REMOVED FROM THE 51TE A5 500M A5 THEY ARE REMOVED FROM LUMBER A 5EALANTS SHALL BE OF COLORS TO MATCH ADJACENT 9JRFAGE-5 A5 SELECTED BY THE OWNER. THE 5TV1)6TURE. 3. BACKUP MATERIALS 13, CONTRACTOR 5MLL EXERC-15E 6000 ANT TO MINIMIZE DAMAGE TO EEXISTINO AREAS(IWLUDINC LAAVN1 ANQ 51-KV5), AREA5 1, ALL 5TRXTLIRAL LUMBER 5HALL 13E GRADE MARKED,AND 514ALL f3E INSTALLED IN SUCH A MANNER A5 TO LEAVE GRADE MARK .1 ALL WORK SHALL BE PERFORMED IN AG DAWE WtTH MAfdUFAGTUR£R15 PRINTED RECOMMENDATIONS, FOR THE APPROVED VAMAGED VUE TO NEEW CONSTRUCTION SHALL BE RESTORED TO THEIR OR16INAL CONDITION, AT NO ADDITIONAL C05T TO THE OWNEtR. EXPOSED. SEALANT 5Y5TEM BEIN65 APPLIED. 14. PATCH AS REM RED ALL AREAS WHERE EXISTING HAS BEEN REMOVED AND/OR MEN WORK ANJUT5 EXISTING. 2. ALL STRUCTURAL L.tUI 'R 5HALL 13E POUGLA5 FIR NO. 2 OR LETTER; Fb = b15, E = IA00,000, DRESSED FOUR 51DE5 (545),UNLESS .2 BRUSH OUT ALL LOOSE MATERIALS US1N6 THE APPROPRIATE TOOL FOR THE SURFACE TO BE GLEANED, AND-REMOVE ALL DIRT, DUST, 15.REMOVE ALL AND OTHER HAT'ERIALS'REWLTIN5 FROM DEMIOLITION OPERATION5. BLIRNIW-7 OF DEMOL19JED MATERIAL5 OT14LIZHISE NOTED ON DRA IN65. OIL,6REA5E,AND OTHER L005E PAiRT.IGLE5 PRIOR TO APPLYING SEALANT MATERIALS. BE SURE ALL SURFACES ARE PRY, SHALL NOT BE PERMITTED. OBTAIN AND PAY FOR, ALL PERMITS'REGU RED FOR REMOVAL OF DEBRIS. TRANSPORT MATERIAL5 REMOVED 3. UNLE55 OTHERWISE NOTED ON THE DRAWIN65, PLYWOOD SHEATHING SHALL BE IN ACCORDANCE HITH THE FOLLOWING: 3 INSURE THAT SURFAGES ARE WMPAT113L.E FOR SEALANTS BEING APPLIED AND STRICTLY FOLLOW SEALANT MANUFACTURERS PRINTED FROM DEMOLITION AND DISPOSE OFF SITE. DESoRIPTION 5PE61ES 6RAOF MIN TI416KJ4ESS NO, OF PLIES INSTRUCTIONS FOR SURFACE PREPARATION. I& CONTRACTOR, SHALL OBTAIN A DESIGNATED LOGAT ON FROM THE O" R FOR THE PLACEMENT OF TRRASH! AND ROLL-OFF C4NTAINER5. 5 0--LOORING FIR. GOx 5/4' 5 A WHERE THE USE OF DACKIJP MATERIALS ARE REGUIRED,U5E TUBE OR ROD STOCK A5 REC+�REE?, HOWEV5 , MAXIMUM DEP<TI OF CARE SHALL BE TAYIN 50 THAT CONTAINERS 00 NOT OAKkSE EXISTIN5 PAVED OR LANDSCAPED SURFACES RE5U..TINCG FROM UNDERLAYMENT FIR P a T5 3tb' BACKUP MATERIAL SHALL NOT EXCEED THO, TIMES THE WIDTH OF THE FINISHED J01NT. CONTAINER LOADING AND/OR UNLOADING DTI 11`6 EXTERIOR WALL SHEATHING PINE (OR. FIR) Cox Ill' 4 5 JOINT'S 11 CONTRACTOR SHALL BE RE5PON'518LE IN OBTAINING THE GERTIFIGATE OF OCCUPANCY. ROOF SHEATHHIN6 PINE (OR FIR) GDX 112' 4 5 JOINTS UP TO 114" IN WIDTH AND MORE THAT 314" DEEP AN7 JOINTS LIP TO 12- IN WIDTH AND MORE VAN 518" DEEP MUST BE FILLED 18. CONTRACTOR 514ALL. FILE CERTIFICATE OF kIORKMENS COMPENSATION AND D15AB1LITY CERTIFICATE WITH THE EVILDIN6 DEPARTMENT ALL 5hEATHIN5 -HALL EXTEND OVER A MINIMUM OF TWO FRAMIN6 BAYS,UNLESS OTHERkiSE NOTED. HORIZONTAL ,JOINTS IN SHEATHIN6 WITH BACKING MATERIAL. BEFORE STARRTINC5 HORK. TO BE SUPPORTED] WITH BLOGKINS. .6 DO NOT TK15T OR BRAID BACKUP MATERRIAL5. 4. ALL HOOD SOLE PLATE5,51LL5, O2 OTHER WOOD DRECTLY IN GONTAGT WITH CONCRETE OR MASOHHRY SHALL BE TREATED LIUMBIER. 3 PRIME 'SURFACESREGEIVIN5 SEALANT IN ACCORDANCE WITH THE SEALANT MAWFAGTURER5'RIEC40MMIENDATIONS. PRIMING, HHr---RE 5. ALL PLYWOOD WALL SHEATHIWY SHALL BE 4-PLY FIR, 112" THICK,CDX. ALL SHEATHING SHALL EXTEND OVER A MINIMUM OF TH O RREQURED,SHALL BE DONE WITH A BRLEA-1 OR OTHER APPROVED MEAN!5 THAT WILL VZ%6H ALL PARTS OF THE JOINT TO BE FILLED Fxr.AVATIc)N FRAMING BAYS. WITH 60WOUVD. SURFACES ADJACENT TO JOINT SMALL 13E MARKED FOR PROTECTION. P PROVIDE A BOND BREAKING MATERIAL ASRE=C.OMMEMED EP( THE SEALANT MANUFACTURER. 1. EXCAVATION SHIAL.L IINGLUDE THE REMOVAL OF ALL MATERIALS OF EVERY KIND OR NATURE H416H MAY BE iREGUI1RED FOR THE EXE=M, A MASK AREAS ADJACENT TO JOINTS IF NECESSARY TO OBTAIN A NEAT SEALER LINE. OF THE WORK. EXCAVATION SHALL INUCIVE THE REMOVAL OF ALL VDC-r, BOULDERS AND OTHER OBSTRUCTIONS UP TO 1 1/2 CUBIC YARD5 ROU61-1 CARPENTRY .10 APPLICATION "T BE BY RAND 6UN OR PRESSURE EGUIPMENT AC CORQINO TO MANUFA(TURER'S IN5TIRUGTI0RNS. IN SIZE. EXCAVATIC14 HILL NOT BE C0N5IDERED COMPLETED UNTIL APPROVED BY INSPECTION. A EXCE55 SEALANT MUST BE GLEANED FROM NON-POROUS SURFACES MILE IN UNCURED STATE WITH A COMMERCIAL SOLVENT. ON 2. EXCAVATE TO e RX)E5 A5 SH" ON THE DRAWING. WHERE EXGAVATION BRADE5 ARE NOT 540NN ON THE DRANN65, EXCAVATE A5 1. ALL FRAKW-7 SHALL CONFORM WITH 6000 5TA.NDARD PRAGTICE5 OF PLATFORM FRAMING AND COMPLY WITH THE REG MIREMENT5 FOR POROU5 SURFACES, EXCESS SEALANT MUST BE ALLOWED TO CURE AID THEN, BE REMOVED BY ABRASION OR OTHER MECHANICAL JZiEG.MIRED TO ACGONitODATE THE INSTALLATION, LEVELING:REMOVE ALL RUT5, HIL,IMIMOGK.5, AID OTHER UNEVEN 5UP.FA6ES BY 5URFA6E HOOD CON5TRUGTION IN TIME CODE MANUAL OF THE STATE BUILDING CON5T`RUGTION CODE. ALL WORK SHALL BE ACCURATELY FRAMED MEANS. ALLOW SEALANT JOINT TO GUR>E FOR AT LEAST 45 HOLR5. PROJECT: 6RADINO PRIOR TO PLACEMENT OF FILL. PLUMB, LEVEL AND TRRt!!E, WELL SPIKED, BRACED AND ANCHORED T06EV EYR.TO FORM A-RIC6ID STRUCTURE. .12 5URFAGE5 WITH PROTECTIVE COATIN55 TO H^I-IICH THE SEALANT MUST AND 51-1ALL IE WIPED HTH A RREC4IMME-NEW 5OLVEN'T TO 3. WIHERE DEP9IE551ON5RESULT FROM THE REMOVAL OF SURFACE OR 51J139JRFACE 005ITZUGTION5.OPEN THE PEPRE55ION TO EOUI PHENT 2. BEARIt9 PARTITION5 SHALL'RECEIVE A CONTINUOU5 DOUBLE TGIF'' PLATE, WITH LAPPED ,JOINTS NOT LE:55 THAN 24'. ALL BEAtRIN6 REMOVE ANY OIL DEPCP51T OR PROTECTIVE COATING. TAY L O R RESIDENCE WORKING WIDTH ANC,VZHOVE ALL DEE3R15 AND SOFT MATERIAL AS DIRECTED BY THE A 'RGHIITECT. PARTITIO'N5 SHALL HAVE SOLID 2" x 4' OLOCKIN6 AND FIRE 5TOP5 AT MID HEIGHT BETWEEN ALL VERTICAL 5T0015. PROVIDE A MINIMUM .13 CAULKED JOINTS, AFTER THEY HAVE BEEN COMPLETELY FILLED,SHALL BE NEATLY PORT TIED ANt? FINISHED. THE EXTERIOR. JOINTS ADDITION 4. FURNISH ALL FAGILITIE:S AND MATERIALS NEEDED TO PREVENT THE EARTH AT BOTTOM OF EXCAVATION FROM BEC4OMIFI6 FROZEN. HEADER OF (2) 2" x 5" AT ALL OPENIN95 IN BRAVING KALLS, UNLESS OTHERWISE NOTED ON THE D'RAWIN65. SHALL BE NEATLY POINTED TO MAKE A S4.16HTLY CONCAVE JOINT, THE EDEe5 OF WHICH ARE FLU5H HITH ADJACENT WRFACE5, 5, EXCAVATIV,--7 FOR FOOTINE5; 3. ALL OPENIN65 IN ROOF OVER FOUR SMARE FEET IN AREA 94ALL BE IRAMW WITH A MINIMUM OF DOUBLE HEADERS,AND IRIMMERa, .W ALL CAULKED ,.JOINTS SHALL BE MADE WATERTIC;+ff AND WEATHERPROOF. .1 EXCAVATE FOR FOOTIWc S AND FOUNDATIONS ONLY AFTER GENERAL SITE EXCAVATING, FILLING AND ORADRNtS ARE COMPLETE. UNLESS OTHERWISE NOTED ON THE DRAWIN65. ALL TAIL BEAMS SHALL BE SUPPORTED HITH APPROVED TYPE 5TMRR4IP HAN5E-R5 OR A 200 GROVE DRIVE .2 VERIFY TWAT ALL COMPACTION 15 COMPLETE AND APPROVED PRIOR TO EXCAVATION FOR FOOTIN55. CONT INUOU5 H0019 LEDGER STRIP. S O U T H O L D, NY 11971 .3 EXCAVATE TO THE ESTABI-15RED LINES AND 6RADE5. GUT OFF BOTTOM OF TRENCHES LEVEL, AND REMOVE ALL L005E SOIL. WHERE 4. ALL OPENIN55 IN HALLS AND PARTITONS SHALL RECEIVE A HEADER SEAfRIN5 ON Ot�E (;RIPPLE (JACK) STUD CONTINUOUSLY FASTENED SIDING SOFT SPOTS ARE I`NGC7t1NTERED,REMOVE ALL DEFEGTIVE MATERIAL AND REPLACE WIITH LEAN C.ONGRHETE OR COMPACTED 5TRRUCTUIZAL TO A FULL LENGTH STUD ARITTING WEAVER, EACH SIDE. TAX MAP #: 1000-080.00-04.00-019.001 FILL AT NO AMT10HAL C.05T TO THE OMER. 5. PROVIDE CRO% BRIDGING AT A MAXIKM OF 8`-O" m FOR ALL FLOOR JOISTS AND CEILING JOIST5. SRII?aI* SHALL BE I' x 3"CROSS 1. PROVIDE AND INSTALL HEN CEDAR CLAPBOARD 51VAN5 A59ELECTED E3YOMER. WLOR AND TYPE TO BE 5ELE(TED BY OIgNER, .A ALLOW A 5UFFIGIIENT DISTANCE FROM FOanA95 AND FOUMATTONN5 TO PERMIT PLAOINC�AND REMOVIN6 CONCRETE FORMWORK, BRIDGING-i,50LID WOOD BLOCKING 2' x DEPTH OF MEMBER OF IS 6AU6E METAL CPO%BRIDGING. 2. REMOVE EX15TIN 9 SIDING AND INSTALL NEW 51DINO AT ABUTTING AND ADJACENT FACADES A5 SHOWN ON THE PRAW1N65. INSTALLATION OF SERVIGE5, OTHER CONSTRU(TION-REQUtRED, AHD FOR INSPECTION. 6. ALL BUILT-UP WOOD 6-71RDER5, HEADERS, LINTELS,ETC, 91+ALL BE PROPERLY FASTENED T06ETHE-R TO ACT A5 ONE. WHERE CONTINUITY 3. PROVIDE AND INSTALL. NEH SIDING OVER ONE LAYER OF 15* BUILDING FELT. FELT TO BE SECURED INDEPENDENT OF 510IN6 WITH A .5 IN EEXCAVATIN5 FOR FOOTIW.5 AND FOUNDATIONS, TAKE CARE NOT TO 015TURB BOTTOM FOR E:XCAVAMONs ISREGIUIRED AND 5PLICES ARE NECESSARY FOR LENGTHS OVER 24'-0". THE CONTRACTOR SHALL OBTAIN MICE POINTS FROM THE MINIMUM LAP OF 3'. DRAWING TITLE: .1 EXCAVATE BY HAND TOOLS TO FINAL GRAVE JUST BEFORE CONCRETE IS PLACED. ARGHITEGT. JOINTS, SHALL. NOT 0C JJR AT CRITICAL POINTS. 4. INSTALL 114''fRIOID INSULATION 0 THE FACE OF THE EX15T'O&RESIDENCE PRIOR TO VINYL Ir15TAR_LATION. .2 TRIM BOTTOM TO,IREGUIREV LINES AND ORADE5 TO LEAVE SOLID BASE TO RECEIVE GONGR.ETE, 1. TOP FLAN5E5 OF ORDERS,MASONRY WALLS AND IN OTHER LOGATIOW-7 ASREG4UIRED,SHALL 13E BRACED TO FRAMING MEM13ER5 HITH .3 ME-RE BOTTOM OF EXCAVATION HAS 13EEN 015TURBED OR OTHERWISE UNSUITABLE TO PROPERLY SUPPORT FOUNPATION5 IN THE APPROVED TYPE METAL ANCHORS, OR TIES. DOORS OPINION OF THE COIL EEN6fNEER, WHETHER VM TO F'REEZIW:7, POOR HORKMAW-SHIP OR ERRORS,T1�E5E EXCAVATIONS ARE TO BE D. PPIOVIDI" DOUBLE MEM1�R FLOOR. J015T5 UNDER PARTITIONSRUNNIN5 PARALLEL TO JOIST. SPECIFICATIONS 1 CARRIED TO A LOWER DEPTH,'SII ROENT TO PROVIDE STABLE BEARIN65 AS DETERMINED 13Y THE 501L ENGINEER, AT q. HOOD JOISTS TO BE FRAMED CUT TO ALLOW FOR PLUMBIN61ROU&HHIN67 AND FITTIN65. HOOD JOISTS TO HAVE A MINIMUM OF 4" 1. PROVIDE WOOD DOORS AND FRAMES A5 INDICATED ON THE VFZAHW-75 AND THE DOOR SCHEDULE:. ALL INTERIOR AND EXTERIOR CoONT3RA6TOR"S EXPENSE. BEARING VNLF- 5 OTHt RW15E NOTED OR 5HOM. DOORS ARE TO BE SOLID GORE, BIRCH VENEER A5 MANUFACTURED BY �,MC7AN' OR EaUAL. h UNDER FOOT1 N65 AID FO"ATIONS FILL OVER EXCAVATED AREAS WITH CONCRETE BY EXTENDING THE INDICATED BOTTOM 10, ALL EXPOSED PIPING AND STEEL BEAMS IN FINI5HED ROOMS 5HALL BE BOXED AND REAMED TO RECEIVE GYPSUM WALL BOARD, 2. 5TOCIK FABRICATED ITEEM5 WILL BE APPROVED IF THEY CONFORM GENERALLY TO SIZE, TYPE AND DETAIL AND OTHER REGIUIREMENT5 ELEVATION OF TIIE FOOTING OR BASE TO THE EXCAVATION BOTTOM, WITHCVT ALTERING THE 11REGURt-ED TOP ELEVATION. UNLE55 OTMMK5E NOTED. INDICATED ON THE DRRANN G-5 AND SPECIFIED HEREIN. J BACKFILLING FOR OVER MAVATEI? AREAS SHALL 13E PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 11. PROVIDE ALL OPENIN65 REOUIRED FOR RECE55FD WDICINE CABINETS, CLOTHES HAMM-R5,CONVECTORS,ETC HITHIN FRAMIN5. 3. KNOCK-DOWN FRAMES SHALL 13E USED FOR INTERIOR DOOR FRAMES FOR WOOD DOORS IN GYPSt,+M KALL50ARD PARTITIONS. b. SPOIL AND BOR.ROWI MATERIALS 12. PROVIDE 51LL SEALER AND TERMITE SHIELD UNDER ALL SILL PLATES AND ACNE EXTERIOR FOUNDATION WALLS. 4. ALL FIN15HEO WORK SHALL 13E 5TRCM ANDRlaP, NEAT IN APPEARAKE,50ARE, TRUE AND FREE OF DEFECTS,HARP OR 5jGKLE, SCALE: .1 DISPOSE OF UNSATISFACTORY EXCAVATED MATERIAL AND SURPLL15 SATISFACTORY MATERIAL,AWAY FROM THE SITE AT DI SAL 13. NO STRUCTURAL MEMBERS SHALL BE LE% THAN 5" ABOVE GRAD. MOLDED MEMBERS SHALL SE CLEAN CUT,STRAI&HT AND OF UNTORRM PROFILE THROUISSHOUIT THEIR LENGTH5, AREAS ARRANGCED AND PAID FOR BY THE CONTRACTOR. MAN FACTURRED BY SIMPSON OR EMAIL. 5. JAPU DEPTH5, TRIM, PROFILE AND VAGK.BENP5 SHALL BE AS 50HEOMED AND SHOWN ON THE DRAWIN65. .2 OBTAIN MATERIAL REOUIRED FOR FILL OR EMBANKMENT IN EXCESS OF THAT PRODUCED WITHIN THE GRADING LIMITS OF THE NORK 6. ADJUST FRAMES TO PARTITIONS AND WALLS WHO THEY OCGNUR. FROM BORROW AREAS. MILLWORK 1. EDGE CLEARANGES SHALL BE PROVIDED A5 FOLLOH5, 3 COST FOR BORROW MATE'RIAL5, INCLUDING:,, ALL TIRUC.KING C05T5 SHALL BE INCLUDED IN THE WORK OF THIS 5EGTION. .1 BETWEEN DONORS AND FRAMES, AT HEAD AND JAMBS - Ilb' 7. 00 NOT PLACE, MEAD,OR ROLL AND FILL MATERIAL DURIN5 UNFAVOURABLE 'WEATHER CONDITIONS. 00 NOT RESUME OPERATIONS 1. FURNISH ALL MILLWORK, TRIM, MOLDING5 AS REGIUtRED FOR THE C4t1PLETION OF THE AND IN ACCORDANCE WITH THE MATERIAL 2 AT DOOR 5RLL5: HERE NO THIRE54OLD 15 USED - 316" MAXIMUM ABOVE FIN151ED FLOOR, UNTIL MOISTURE GO'NTENT AND FILL DE N54TY ARE SATISFACTORY TO THE ARCHITECT. DESCRIPTIONS BELOW. WF(ERE THRESHOLD 15 USED - 314' MAXIMUM ABOVE FINISHED FLOOR. b. PROVIDE BERM5 OR:CHANNELS TO PREVENT FLOODING OF SUI36RADE. PROMPTLY REMOVE ALL WATER G.OLLEGTIN& IN DEPRE5510%. 2. FURNISH ALL H1A DK*ZE, FASTENERS, NAILS, 5GREW5,ANCHORS, SUPPORTS, ETC,REEGUtRED FOR THE INSTALLATION OF THE MILLWORK. 3 BETWEEN ME;ETINS EDGES OF PAIRS OF DOORS - Ilb". DRAWN BY: q. WHERE SOIL RAS BEEN SOFTENED OR ERODED BY FLOODINO OR PLACEMENT LING, UNFAVORABLE WEATKIR,REMOVE ALL DAMAGED 3. UNLE55 NOTED ON THE DRANIN66,ALL MOLDIN65 SHALL BE FIW-TER JOINED,PAINT GRADE:,NO.2 COMMON PINE: OR EGUIVAI ENT,AND A5 NOTE, FIN151HED FLOOR 15 DEFINED A5 THE TOP SURFACE OF THE FLOOR,EXCEPT WHEN RESILIENT TILE OR GAR PET 15 U5ED, WEN 1T 15 AREAS AND RE-COMPACT AS SPECIFIED FOR FILL AND COMPACTION BELCH. FOLLOWS: THE TOP OF THE 50FLOORR. WERE CARPET 15 MORE THAN lit" THICK, ALLOW 1/4' CLEARRANGE. PIS /RED Aq 10. PROTECTION: f PROVIDE 112" x 3 1/2' H:00W TRIM AND HOLDINC5 AT DO01 S; - CLEAR MATERIAL .I BARWCADE OPEN HOL F-5 AND DEPfRr-551ON5 t' .C.4URRING AS PART OF THE WORK, AND P05T WARNING-5 LIGHTS ON PROPERLY 0 PROVIDE I" x 12' 5MARE E05E, CL05ET SHELVINe✓►,UNLE55 NOTED GTHERJ415E ON THE DRAWING CHECKED BY: ADJACENT TO OR HITH PUBLIC AREAS, OPERATE WARMING L16HHTS DURINE, HIOVR5 FROM DUSK TO DAWN EACH DAY AND AS OTHER- 11PROVIDE 1515 D. CLOSET POLE, WISE REGUIRED. XX .,2 PROTECT STRIXIVRES,UTILITIES, 510EEHALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED 13Y SSTTLEMEK LATERAL MOVEMENT, WA510jr, AND OTHER HAZARD5 CREATED BY OPERATIONS UNDER TO$ SECTION. FINISH CARPENTRY FILE NO.: 11. FILLING AND COMPACTION .I REMOVE VEGETATION, DEBRIS, U45ATI5FACTORRY 501L MATERIALS, OBSTRUCTIONS, AND DEL ETERIOU5 MATTER FROM 6ROM 5UFRFAGE I. INSTALL ALL MILLWORK REGUIRED, INCLUDIN6 BUT NOT LIMITED TO, ALL WOOD MOL'DIN65,CLOSET SHELVING AND POLE, NKITGI4EN PRIOR TO PLACEMENT OF FILLS. PLON, 5T'RIP, OR BREAK UP SLOPED 5URFAC.ES STEEPER THAN ONE VERTICAL TO FOUR HORIZONTAL GMINETS,VANITIES, COUNTERTOPS AND BACKSPL.ASHE5, INSTALL ALL TOILET ACCESSORIES IN(LUDIN& BUT NOT LIMITED TO TOWEL 5O THAT FILL MATERIAL WALL BOND WITH EXISTING SURFACE:. BAtR5,TOILET PAPER HOLDERS, AND MEI?1GINE CABINETS. .2 WHEN EXISTING 6RR0M SERFAGE HAS A DEN5ITY LESS THAN THE SPECIFIED HEfREUNDIER FOR T14E PARTICULAR AREA,BREAK UP THE 2. DO NOT PERFORM ANY WORK UNTIL THE BUILDING 15 PROPERLY ENCLOSED AND ALL VZ SHN COI'NSTRIGTION AND PATCI�IN6, TILE WORK, PROJECT NO,: DRAWING NO. eROUND FACIE, PULVERIZE, M015TLORE-CONDITION TO THE OPTIMUM M015TURRE CONTENT, AND COWAGT TO IZEC UIRED DEPTH AND ETG, 15 GOMF'1.ETED AND ACCEPTED BY THE OWNER. XXXX PERCENTAGE OF MAXIMUM DENSITY, 3. FIN15H1 WORK SHALL BE 6O%TRUC.TE0 IN ACGOR0AWE WITH DETAILS AN) APPROVES?SHOP DRAWINC95. ALL EXPOSED 5URRFACE5 AND /� .3 AFTER GRADE O. MPAGTION HA5 BEEN CON�L.ET'EO,SPREAD APPROVED FILL MATERIAL IN LAYER5 NOT EXC1:EPINa EDIT INGH EDGES E5 SHALL BE FINISHED SMOOTH AND BE FREE FROM MARKS,eLE`MI%E5 OR DEFACEMENTS OF ANY KIND CAUSED BY WORKMAN- DATE: IN U rOMPAGTEV1 THICKNESS, HATER OR AERATE THE FILL MATERIAL A5 NEGE55ARRY,AND THOROUGHLY MIX TO OBTAIN A MOISTURE SHIP OR MANUIFACTURER. DATE: CONTENT MIOH WILL PERMT PROPER COMPACTION, 4. ALL GL05ET5 SHIALL HAVE ONE 12' WIDE SHELF, INTEGRAL WITH HANEIN6 RM FULL WIDTH OF GLUT, A5 INDICATED ON THE DRANIN55. XX\XX\XXXX 5. ALL OTHER SHIELVING SHALL 113E OF 5IZE5 AND IN G UANTITIE5 INDICATED ON THE ORMIN165. i PROJECT ARCHITECT: HARtDIh1ARE FLOORJN+SLECT'R16AL BRIAN DAVIS I. PROVIDE AND INSTALL ALL FINISH Ft4RtDWARE IN AC,CORDANGE I�IITH THE E=C)LLCDWIM AND A5 INDICATED THE DRAWNNr' . 1. IN5TALL HOOD FLOC)RthIG IN ACGC7RDANGE WITH THE DETAILS A5 INDICATED ON THE DRAWNNIGS. f. ALL ELEC mr. WORK 'MALL (ONO ow TO THE REOEIREMENTS OF THE NATIONAL'ELEGIPJG CODE,'1`l E NEW YORK STATE 130ARD OF FIRE ART & ARCHITECTURE .1 LOGK5 SHALL MEET OR EXCEED THE E'REOIIIREMENTS FOR THE A��ATE GYLINDER TYPES FC IN THE LATEST 2. UNLESS OTHERE+�115E lWr ATEI? aM1 THIS 1?FaAWIN55,OAK FLOORS SHALL 13E 25/32"REVMHITE OAK 6RADE "A" 5ELEGT STRIP FLOORIW-. UNIX-RWITERS All ALLIREOUtREM'NENT5 OF LOCAL AC-�EW,1E5 HAVING JR5016TION OVER TH15 NOW. 3. FLOOR SHALL BE 13LIN�D NAILED,RANDOM LENIGTHI HITH 2 GOATS OF POLYURETHANE SATIN FINISH, 3 GOATS IN HI&H TRAFFIC. 2, .ALL 47019CATIONS TO EXI5TIN5 ELEGTRIG 5ERVICE SHALL COIv`FMH TO THE�REGUREMENTS OF THE UTILITY COMPANY PROVIDING SUCH EDITION OF A>�SI STANDARD AI56S FC3'R AUXILIARY LOCKS A1at? A�IATEP PRODUCTS. 2162 MAIN STREET .2 DOOR PENETR�+�TIONt ALL FLNIGTIONS WITHIN ANY ONE 64 ADE ANO SERIES OF LOCK 54ALL FIT A UNIFORM P66R PREPARATION A5 4. INSTALL 5UILDIW PAPER OVER PLYV000 a6FLOOR PRIOR TO PLANK IN5TALLATION. SERVICE. GONTRAGTOR SHALL OBTAIN AND PAY FOUR ALL FEE5REGNUIRE3D BY 5AID UTILITY COMPANY. CONTRACTOR TO.V'ERIFY THAT EXIST I NIS ELECTRIC SERVINGE 15 SUFFICIENT TO HANDLE NEW ADD I TIONAL LOADS VEOUIRED 13Y TH51,Mr,. G L A S T O N B U R Y, CT 06033 5PEC�IFIED BY THE MA?VFAGTURER, 5TRIKE5r STRIKES FOR'. GRAVE I AND 2 BORED, MORTISE AND �1 STILE LOCKS SHALL FIT 3, FLRN194 AND INSTALL ELECTRIC: 1915TRIBUTION WIRM AW 8RAIVGH CIRCUITS A5REO+UNRED. RRNISH AND INSTALL DISTRIDUTION PANELS, 860-508-6312 THE PREPARAIIoN SPEGIFIE3D IN ANSI AI155 AND AI15.13 A5 APPLICABLE OR AS 5PECIFIE0. ALL LUSHER STRIKES SHALL BE THE MANUFACTUREI*;'S STNOARID. STRIKE5 FOR INSTALLATION IN ALLI'h1 RH MATERIAL SHALL HAVE 5I32'R 17EU5 CORNERS. CARPET J 1�Ir BRANCH . ,3 TRIM, R SE:.S, E%UTGHEON5, KNOB5, LEVERS, CYLINDER WARDS SHALL COVER ALL DOOR PREPARATION OPENItc-6. NCH CIR�J'IT I°IfR1N� SMALL 8E A5 FOLLCDHS:H . STRIKE 130XE5 SHALL BE FL NISIiEID I^t1TH DEAD AM LATCH STRIKES. 1. PROVIDE AND INSTALL NEVI GARPETlt AT,�4LL AREAS A5 MIGATBD ON THE PRAWINt 5. 5TYLE, TYPE Ate COLOR 13Y OY�tNNER. L16HTIl I GONVENIENGE__...4_..........14 ROMEX It is a violation of Section 7209 of the PROVIDE CARPET UN DERLAYMENT AT ALL AREAS THERE 15 NEH CARPET TO BE INSTALLED, KITCHEN APPLIANCES.......„,.._..........its kC to" New York State Education Law for a n y 2, HARDWARE .2 SPEC GIRLUIT KIRINS FOR N16H DRAW APPL IA E5 %!CHI A5 5 OVEN'S AND CLOTHES DRYERS SHALL BE IN HIRE SLED A5_REQUIREp person, unless he is acting under t h e _ HARDWARE E EACH 122OR BY THE PARTICULAR APPLIANCE. direction of a licensed professional INTERIOR DOOR 1 112 PAIN BUTT HINOE5 4. FURNISH AND IW.7TALL DUPLEX RECEPTACLES,SITGHES,JMTION BOXES, AND OTI-ER DEVICES AS R2EOUIRED,AND AS FOLLOW 5.PREA55EMBLE D PRIVACY L0(K SET PAINTING . architect, t o alter any item o n this NIGERS .1 DUPLEX REGL�P'fAG.l.ES SHALL E+3E RAGED A N�AXIP�IJM9 OF I2' -fD APART ON ALL GONTENLIIiOLNr',USABLE HALLS IN HABITABLE AREAS. drawing in any way. If the drawing is STOP, 3 SILE I. ALL WORKMANSHIP MUST BE IN 5TRECT AC�COF0ANGE WITH THE P'RINTEDREGO IMENDATIONISOF THE APPROVED PAINT MANUFAGTLIRER AND .1 CROWD FAJA.T INDICATOR (6Fl) OUTLETS IN K1104EN ANT] BATIROOM5 AS RECURED BY THE NATIONAL ELECTRIC CODE. altered under the direction of a professional engineer, the altering POCKET DOOR 1 SINGLE POCKET DOOR'SET THE PAINTING W DE-5 OF THE PAINTING AND DECORATING CONTRAGTCORS OF AME RIC.A. .2 SINGLE POLE L16HT 5NITCH SHALL BE PLACED IN EACH HABITABLE SAGE, IWA.WING WALK-IN CLOSETS, engineer shall affix his seal to t h e EXTERIOR 170C>R 11/2 PAIR BUTT HINGES 2. ML#VI=R PAINTS TO THE B.IILDINO IN ORIGINAL CONTAINER5 WITH SEALS LIEN AM LABELS INTA(T. 1DE5TR2OY ALL ORIGINAL .2 ALL 5HITCHES,RECEPTACLE-5 AND PLATES SMALL BE DETERMINED BY ON^fhIER OR NAVLHITFCT ANC SHALL BE AS MANUFACTIf2ElD BY drawing with the notation "altered by" I E'REAS5WBLE D DEAIDWILT L.00IC5ET PACKAGE5 AFTER THE (oNlT'ENT5 HAVE BEEN REMOVED. IN N O LASE REFILL THEM. LEATON. ALL DEVICES 514ALL BE IN MAN LIF TURE'5 STANCIA�D COLOR 5EL ECTION5 AND BE SELECTED BY 03^�"+ER followed by his signature, the date of I STOP,3 51LENCER5 3 MAIN1-AIN TEMPERATURE OF,ROOMS AT 50 F OR MIORE DIIRI N57 IN ERIOR PANNT'IN6. 5. FURNISH AND INSTALL SMOKE DETE+GTOR5 A5 REQIIR C? E3Y ALL STATE AND LOCAL AIITT�►OR(TIES. alteration, and a specific description WEATHE STRIPPO* A ALUM.[" 5A00LE 4. HX FAINT AND .PAINTING MATERIALS ONLY IN AREAS WITHIN THE OUILD1455 DE51ONATED B'(THE ORCR 6. fURNISH AND INSTALL 1.1641TING FIXTURES AS DESCRIBED BELOH ANT'] A5 IWIGATED ON THE DRARN655. of the alteration. 5. STORE ALL PAINT, ENAMEL, OIL.TMPIENTIIE AW,OTHER CA TBLE MATERIALS WITHIN THE EUILDIN6 IN REGEPTAC.LE5 PROVIDED WITH ,I Vr5rESSED "H-HAT* L164TIN6 SHALL 13E HI HOUSIN85 WITH 410 TRIM,RIN 6 AS M1ANUFAC:TJRED BY HIALO, DIA51ON CIF MG6f2A1�1 E015ON. 3. ALL FINISH HAR DbdARE SHALL BE MANUFACTURED BY [31=-5T OR EOUAt AND SHALL E3E IN FINISM AND STYLE 5E1.ECT°ED BY OWNER. T16HT GO'VE-R5 EACH NI&4T OR AFTER EACH K)RK PERIOD. TIi9-ITL.Y CLOSE SIGH iZEGEPTAGLES,REMOVE ALL OILY OR PAINT RRN15H AND IN5TALL 100 HATT, PAR R40 INGANDE5GENT LAMPS FOR EACH FIXTURE INSTALLED. 4, HAR RHdAR INSTALLATION SATURATEV CLOTHI5 OR WASTE FROM THE BUILDING AFTER EAGH DAYS WORK PERIOD. DO NOT LEAVE Ault'' FLAMMABLE OR COMBUSTIBLE .2 LI6HITINS FIXTURES FOR I^IALK-IN CLOSETS AND STORAGE CLOSETS SMALL BE STANDARD BUILDBRS INCANDESCENT FIXTURE, d ALL HARINSA L SHALL 13E EN�aTALLED IN STRICT AGGORDAt�C.E WITH THE 'MAN UFAC111RER`5 !DIRECTIONS AW IN COMPLIANCE WITH THE MATERIAL UNENCL05ED HHnLE IN510E THE BUILDING. KEEP 51JGH 5TtORMSE SPAC:E5 NEAT AND GLEAN AND MAKE 6000 ALL DAM1AGE5 3 EXTERIOR,HALOGER BURLDIN5 MOUNTED LI61fTING TO BE FURNISHED AND INSTALLED. TYPE AND MANUFACTT.IRER BY OKWP, PROVIDE Y ALL TIE EIA RE SHALL 5C1i!<IDULE. +C,AUSEP BY THIS WORK TO 9L,GH 5TORA6E SPACES AND THEIR 5URROUNPIh1G5, COVER FLOORS OF STORAt9E 5f'ACE WITH kiEAVY AliE7 INSTALL All INTERIOR TIMER FOR THESE LIGHTING UNITS. .2 ALL LOOKS AND BOLTS SHALL CtPERATE SMOOTHLY;ALL BOLTS SHALL SIT EASILY; ALL KEYS 54ALL TURN EASILY. GL05ER AV B UILDINC PAPER AN'D 'T14EN WITH TARPAULINS. .1f BATNRDOI� TO HAVtE !II HEAT LAMP AND I'll 60 GI`M EXSIAI>�T FAR It�STALLEn. TYPE RY t�WlNE12. LOCATION AS INDICATED ON THE HOLf7ER5 MALL BE F'ROPI=RLY ADJUSTED To OPERATE SMOOTHLY, TO FULLY CLOSE, TO PROPMY STOP AND TO OPEN TO THE b. PROTEC:T WORK FROM DAMAGE BY THE U5E OF DROP CLOTHS. REMOVE PAINT 5TAIW-) (OPMETELY FROM FIN15HEV k4OW. pRA,HIMI�. DECREE INDIGATEO. 1. DO NOT GHANSE OR THIN ANY MATERIALS IN ANY KAY EXCEPT A5 MAY BE 1NDIC,ATE0 ON THE MMANIIFACTMIER'S LA13EL ONTHE CONTAINER. 7. WRE AND CONNECT ALL EMIPMENT FURNI5HED INCLUDING APPLIANCES, EXHAUST FANS, ETG- 3 FI'N15H OF HARDKARE SHALL 13E GAREFLILLY PROTECTED AFTER INSTALLATION. IMMEDIATELY PRIOR.T0 THE CHNER5 A66EPTANGE, ANY-REOUtREP THINNIN5 OF PAINT MUST 13E DONE IN GOPtPLIANGE WITH THE PRINTED I145TR'XTION5 OF THE MANWAGTUR.ER OF THE PAINT. 8. PIRDVIDE "(ATV HRW AND RECEPTACLES A5 INDICATED ON Tit DRAWINGS, SUCH PROTECTION SHALL BE REMOVED AND VE HAROKARE LEFT GLEAN A40 FREE OF DAMA6lE. &. SURFACES TO BE PAINTED MUST 13E GL,.EA1'!. DRY AND FREE FROM DIRT AND FRO5T. COWER KWT5 AND PITCH STREAKS WITH SHELLAC q, PRWDE TELEPHONE WIRING AND REGEPTACLE5 A5 IMCATED ON THE VR".,AWIN 05, EXACT LOGATI A5 PER OKMER5 INSTRUCTIONS. HARC?I�IARE W1TTi tDAMAGEC7 MECHANISMS OR FINISH SHALL BE'REPLACED AT I ADDITIONIAL COST TO THE OWNER. OR A1� M6 SIN SEALER.COMPATIBLE KTH FINISH a1FIEED. ILL RAIL HOLE5 AND MINOR IMPERFECTIOMIS HITH PUTTY BETWEEN FR5T AID 10, PROVIDE ALL CONTROL HIRING AM THERMOSTATS FOR HVAC EMIPMENT. LOCATION AS PER OVN'IER`5 INSTRUCTIONS, COVER1 GOAT. BE COW, O , L PUTTY TO MATGFI 5 TAIR E^ JRK. THEN WORK SHALL 12. PROVIDE OWNER WITH CEt TIFIGAtE OF APPROVAL MOMS THE NEW YMK STATE 130ARD OF FIRE UNDEP4QTE� UPON COMPLETION OF q, C:aOVE'REN.� MUST 8E GOM1'i.ETE. WHEN DOLOR, STAIN, 1DNRT OF LINDERCAATS SHCDH � TT-!E FINIAL COAT OF PAINT, BE COVERED BY ADDITIONAL GOATS UNTIL THE PAINT 15 OF UNIFORM COLOR AND APPEARANnCE A+.W COVERAGE 15 COMPLETE. THE ELECTRIC WORK, GYPSUM VIALL BOAR33 to.+GENERAL .I ,ALCE55 DOORS, RE6I5TER5, PIPES. fO11GTS,CONVECTORS, AND RE(E55 LINING,UNLESS OTHERWI5E INDICATED, MUST BE PAINTED THE I_ ALL SYP_"BOARD FOR INTERIOR E•IALL5 TO 13E 5/8- THICK x 48- .WIDE.x MAXIMUM LENGTHS P05'5113LE To MINIMIZE BUTT JOINT5, SAME AS THE ADJO1NINGS WALLS. MISGF.LLAMt � EXCEPT 1.15E 5/b" TYPE "X' IN LOC:ATION5 A5 INDICATED ON THE FORA iN55. SYPRH BOARD SHALL CONFORM TO A5TM 656. .2 DOOM IN A V=M MU5T BE PAINTED ONE GO'LM TEAM AND WALLS MUST BE THE SAME I.NLE55 SPECIFICALLY REGUIfRED OT14ERWISE. 2 ALL � WALL > jp Lt SHALL BE CUT E Y 5G0I ltd�*� A AKI , OP, SAWIN6, WORKINS MOM THE FACE 51DE. WHEN GIJTTINC-r PRIME COATED EIUFF5 AND DOOR CLOSERS t T BE PAINTED TO MAT( THE DOOR TO WHICH THEY ARE ,ATTA(HED. 1. ALL '�MtATEfiJ!AL5, METHODS OF Cc)M T44TION, EOUPMENT AND A55Et ,lE5 V5ED 91AI I Ci0NFORM TO THE�ATI 0r- THE NY5 BY 5C,ORIN6. GUT THE FACE PAPER HETH A SHARP KNIFE OR OTHER SUITABLE TOOL. BREAK THE CYP5UM BOARD IN THE REVER5E 3 ALL SURFACES IMI5IDE GLO'SET'5 THROU5HOU1' MUST BE PAIRTE.D THE SAME A5 VCM IN WHICH THEY OCZUtR. BUILDINV6r COPE APPLICABLE TO ONE AW TWO FAMILY DVELLJI� AND TO GENERALLY ACrC PTIED STANDAI� � GONSTRIIGTION. DIRECTION,OR GLUT THE BACK PAPER. A PAI'NTI W5T INCLUDE RETURNS, HAUNCHES, 5OFFIT'5, ETC, WHICH FORM A PART OF AVJACENT 50RFAGE. 2. INTERIOR FINISHES TO BE CLASS -G" OR BETTER. 5. SMOOTH UT E06E5 AND ENDS OF THE G� BOARD WHERE NEGF..55ARY TO OBTAIN NEAT.JOINTING WHEN INSTALLED. SCORE HOLE5 5 HARDWARE,ACGE550RIE5, FIXTURES AND 51MILAR ITEMS PLACED PRIOR TO PAINTING MUST BE PROTECTED. 3. FLAMMABLE MATERIAL SHALL NOT BE PERMITTED A5 INSULATION IN C014SEALED 5PAGE5. FOR PIPET, FIXTUIZE-5,OR OTHER 5mALL OP'EN11 ON THE BACK AID THE FADE IN OUTLINE BEFORE REMOVAL,OR GUT OUT' WITH A SAW, II. ALLOW PAINT To DRY HARD DETI EEN GOATS. 4, AROALHEK ARCHITECTS, PG SHALL MAKE PERIODIC, INSPEGTIONS Tb DETERMINE THAT ALL WORK 15 IN'•1'C 1-IAN6E HITH THE4. BOARDS 514ALL M OF MAXIMUM, PRACThCAt LENYSTH 50 THAT AN AB5OL.UTE MINIMA NY-IEER OF END .JOINTS OGGUR. FIT ENDS CLOSELY, 12. THE SCHEDULE LISTED BELOW 15 A 6ENEf2AL PAINTING AND FiN15H1W MO'. THIS SCHEDULE 15 TO SE SUPPLEMENTED 13Y THE P AHIN , CONSTRUCTION DOC.r HENTS. r . BUT NOT FORGED TOGETHER. FINISH 5(HEDULE AMID THESE -CIFICATION7. 5. GONTiZACTOR IS TO SUBMIT $AiZ CHART WfTH BEI7. THE GHARTMU5T'REFL.EGT STAOE5 AND PHASING FOR THIS PROJECT COMPLETE WITH. 5. APPLY,KALL130ARD FIRST (WHERE APPLIGABLEJ TO C-EILIN66 AT R16HT AWA-ES TO !FRAM$* MEMBERS, THEN TO I^IALLS. W-1ERE 13. SCHEDULE FOR INTERIt7R".-w'foGeSs 13E61144INC7 AND COMPLETION DATES. WALLBOARD MEETS PROX-GTIN&aRFACE5,SCRIBE AND CUT NEATLY. .1 6YPaM BOARD 14ALLS AND GL'66 NOT REGEIVIW5 GOAL` - PRIME9,/5EALER C. ION ANA'RD OF BIC),CONTRACTOR 15 TO PREPARE AND 5UW T HIS CONTRACT AS A1A DOL T A1101 STANDDARD FORM OF A6REEMENT 6. HOLD GYPSUM WAL.LBOARV FRV!LY IN CONTACT )41T14 THE pRAMi W7 MISERS WHILE FAST ARE BEIN5 DRIVEN. FA5TENIN9 SHALL 2ND COAT - ACRYLIC LATEX/FLAT BET EN OWNER AND CONTRACTOR (1q87 EDITION) FOR OMEFV5 REVIEW. PPXXEEO FROM CENTER.PORTION OF THE KALLBOARD TOWARD THE EDGES AND END5. DRIVE NAILS AM/OR 5CRES16 TO PROVIDE 2 GYPSUM WALLS REGEIVEN6 WALL 15T GOAT - PRIMER/SEALER HEAD PENETRATION J,r-,T 13ELON THE 6YP5IM BOARD 5URFA(E WITHOUT BREAKINNO THE SWFACE PAPER OF THE GYPSUM BOARD OR ,3 WOOD TRIM, WfXr 90ORS AND OTW2 GOAT - PRIMER"5EAtER 511RIPPII5 THE MAKNO MEMBER AROIJND THE 5CREW SHANK. ALL IMPROPERLY DRIVEN FASTENERS 94ALL BE REMOVED. 2ND GOAT - ALKYD ENAMEL -1. ALL ENS AND EP7 15 OF GYPSUM 130APD514ALL OC.C,LR OVER FPAHIW5 MEMBERS NOR OTHER SOLID BACKINI6, EXGE.PT HHERE TREATED 5EMI.6L055 X,rNT5 oc r_,W All VI&HT ANOL M TO FRAMIN5 OR 1=11RR1NF"CM'DC-R5. DO JOINT'S SMIALL M 5TA64ERED AND JOINTS 6H OPP091TE 14. AT THE C,0HPL.ETION CF ALL 00P_-'_'TOUGH UP TIE PAINT K13FRIC;,2L-aTORF SAMF WHERE i7AVIA6E0 OR DEFACED AM LEAVE T14E ENTIRE 51LDES OF PARTITION 'SHALL BE ARRAll TO 066M ON ALTERNATE FRAMING MEMBERS. WORK FREE FROM BLEMISHES, GLEAM ALL PAINT SPOTS,OIL AND STAIN FROM FLOORS, 6LA55, HA VAARE, METAL PC RK AND 51MILAiZ 5. FASTENER ,5PAG IN6 SHALL BE I ITEM5 I. m COMPLETION, LEA'VI1 WORK IN PERFECT C,%OIT ION!. 1 SUBMITTED FOR FILING 9 9-24 .1 ICI- STUD 5PATOING, 16" ON CENTER ALON6 EDGES AND ON 5TIM5 L6ANG I`, TYPE "5".S6-REWS; ,2 24' 5TUD SPALIN 5 12" ON CENTER ALON5 5 AND ONSTL05. U51NG I", TYPE -5" SGREN5. NO. REVISIONS DATE q, PROTECT EXTERNIAL GORNER5 OF vYPSUM BOARD WITH A METAL BEAD ATTAGHIEV TO StJPMRTING CMTRUCT1ON WITH FASTENERS FINISHES 5PACED AT 6" ON GENITEIR. GORNER BEAM MAY ALSO BE ATTACHED WITH A CRIMP'IN15 TOOL., 10. FIN15HEN& 6YPW i 50ARD 1. UNLESS OTH574.15E NOTED ON THE DRAI"IINC�5, THE OME1"* SHALL PROVIDE THE FOLLOWI!dC 1`111415HESn OWNER: .I GYP 'I KA.LI-BOARD SHALL BE FINISHED WITH MATERIALS REGCDMMI ED BY THE'C�YP5UM BOARD MANUFAGTLFZR'5 OR THY.)E J CARPETING AND PAD W_;,; MATERIALS WHICH'CONFORM TO A5TM 6415. NO FIN15HINO OFE'RATIO45 SHALL BE GOWENGED UNTIL INTEREOR TEMPERATUIRE H1A5 .2 WALL COV'ER.11 BEEN MAINTAINED AT A MINIRM CIF 5O F FOR A PERIOD OF 48 HXR5 A140 THEREAFTER UNTIL THE G4)MPGUM`5 ARE COMPLETELY DRIED. AVEMATE.ANID GONTINAYJl.t5 VIENTILATION SHALL MPROVIDEPTO EWJJR- PROPER DRYING,5ETTIMIC OR CUTTINS OR THE TAPING ANDFIRISH1NS COMPOU1,1 '. FTIF'.NJI5HIN AND EQUIPMENT ,2 REMOVE AND KEEP 6YP9..IM HALLBOARD FREE OF DIRT, OIL OR OTHER MATTER THAT COULD CAUSE A, LACK OF BONED. .3 BRIN&ALL VENT5 4 DES TO A SMOOTH LEVEL PLANE OF THE BOARD 5LIRFACE. SET THE MEGHANIGAL FASTENERS BELOW THE 1. UNLESS OTHER14I5E NOTED ON T14E LDf2MlN+55, THE C?MER 5HALL FURNISH TO 11f CANT'RAGTOR FOR IN5TALLATICNI FOR THE FOI.I OMN& PLANE OF TR! BOARD. ALL JOINTS SHALL K EVEN. KEEP BOARD TOW ACAINt5T THE FRAMING MEMar-R5. EaIIPMENIT AV/OR FURNISHING& 4 APPLY THE TAPE PROPERLY EITHER. BY APPLYING C,OMPOt1"CD TO THE -I01NVT MUTTERING),PF'E551145 IN THE TAPE AND WIPING CUFF THE .I BATH700H VANITIE5 AND T NtXGESS COM��OIND, OR BY MEGHAN�IGAL T�OOL5 IDE5ICNED FOR THIS PROC1:55, TAKING GAS TO LEAVE Gt9FFIGIENT CtD1�iPOtEMlT7 LIFER .2 TOILET AGC:E ORIEB, THE TAPE To PROVIDE A PROPER BON] OF THE TAPE TO THE 'BOARD. 2. CONTRACTOR TO PROVIDE AN[) INSTALL WALL MIRRDR5 A5 C.OE5GR18E0 ONi THE: DRAWINC-6. 5 APPLY THE SECOND GOAT WITH TOOL5 OF SUFFICIENT HIDT'H TO EXTEND BEY" THE JOINT CENTER APPROXIMATELY 3'. ORM THE COMPOUND DDI-1 TO A 911OOTH EVEN PLANE. AFTER PRYIls*OR SETTINT5, SAND THE TREATED SURI--ACE AS NEE-DEC) TO ELIM:RATE ,ANY He H SPOTS OR EXGESr IV'E GOWOIM. ,b pRyj CAMiaoUND5 MUST BE ALLOWED TO DRY THOR0U5*4lLY EMETWEN 5IG4E5VVE C.OAT5 BEFORE SANNDINS-5 AND THE APPLICATION Ul 11 OF THE NEXT GOAT. .'1 APPLY THE THIRD GOAT HITH TOOLS THAT PERMIT THE FEATHERENIC OF..JOINT TREATMENT EDG-ES APPROXIMATELY b' FROM THE 1, FURNISH AND PLACE. ALL ABOVE GROUND PIPiNJ6 Nr� COMPLETE SANITARY LECTION SYSTEM, (ENTER OF THE JOINT. AFTER ID'RY`IN5; L16HTLLY SAW THE FINAL COAT TO LEAVE A SMOOTH SMFAGE COVERING OF THE JOINT, DO 2. RPN15H AND INSTALL GOK'LETE COME % WATER 015TRIBUTIO�N PIPINS TAKE NI FROM EX15T1N� WATER SERVICE MAIN C� TAPPED INTO NOT iZA15E THE 'NAP OF THE PAPER WHEN SAWING, EXISTING 015MBUTEON PIPING, B GLOVER ALL 1-A5TFNd1'R HFA , WITH THREE SUCCE-951VE GLOATS EACH APPLIED IN A DIFFERENT IOIREGTIC K 3. FURNII5H AND INSTALL NEW PLUMBING FIXTC AND FIXTI.IF?E TRIM A5 1NDICATEED CAI THE [ORAWIN S. A BAGKFILL ALL GUT-OUTS NtTH COMPOUND USED FOR TAPIW7 OR FI4I5HIN& THAT THINE 15 N0 OPENIN6 LAR ER THAT 1/A- BETWEEN 4. INSTALL ANU ClT WTH APPLIAN 5 RCGUI1,145 t�-"IN&C.t�1�I�GTION��, THE OYP55 M E30AP-D AND A FIXTURE OP, RECEPTOR. 9, GOOF',DINIAATE ALL GONCEALED PIPING, INSERTS, 5LEEVE5,ANGFORS AND'OTHFR OR EM^I13EDDED ITEMS,50 THAT THI5 WORK 15 PROPERLY .10 FINISH THE CORNER BEAD 1,41TH 51=E551'VE GOATS OF,JOINT COMPOUND A5 DIRECTED BY THE MANJI=AGTLRER,5O AS TO MAKE THE rOMFIETED BEFORE GOW BETE OR PARTITIONS ARE PLACED. CORNER E3EAD5 FL05HI WITH THE 130ARP 9JRFAGE. b, OBTAIN AMID SEa RE ALL APPLIC:ATIONS FOR SERVICES, PERMITS ANC FEES tEWIRED. .11 TAKE CARE A5 TO EWA RE THAT ALL TOOLS.AANo COVTAINERS ARE KEPT GLEAN AND FREE FROM FOREIGN MATERIAL'S. 161! OM Y 7. PIP1N65: POTABLE Y�A'TER FOR MIXING POWDEfR GOMPC7lA� O1Z To THINIK. PREMIXED MATE-91ALS. 00 NOT ALLOW 6 MP 5 TO FREEZE.- J ML014 GRADE IOOMEST4C KATER PIPINS 94ALL � TYPE K COMER, 5OF1; 11, PROVIDE WATERRE515TAI�tN` SHEETROGK AT ALL WALL SURFAC.E5 AT THE NEW SATMOOM5. PROVIDE INON�[DFR BOARD' WATERPROOF ,2 ABOVE ORADE DOME'5M WATER PIPINJS SHALL BE TYPE L HARIO �,SEAMiLE55 COPPER TTJ8ING, PROJECT: SHEETROGK AT 1ME 5H10HE-R AREAS. .3 13M011 GRADE 5ANITA4RY PIPINa SHALL BE SERVICE KE16HT CAST IRON; TAY L O R RESIDENCE .4 AW%/E 6R.ADE SANITARY WASTE AND VENT PIPING SHALL BE SERVICE KIC-44T 6A5T tR.O'Ni PIPE GONIFOIRMING TO ASTM A14. 5 BELLOW ERA+DE rAS PIRN 5 S BE SCHEDULE 80 STEEL. PIPIN6 CONFORMING TO A5TM A53; ADDITION TILE,---F ' +1�. b ABOVE 'DE �GA5 PIPIN5 SHALL BE SCHEVULIr. 40 STEEL PIPINIG CONFORMING .5 TO A5TM A . . NOTE, IN ADDITION TO THE AF3C.7VE REQUIREMENT5,ALL SAS PI PM SHALL CONFOW. TO THE REO)REMEI*TS OF THE LOCAL UTILITY 200 GROVE DRIVE I. INSTALL ALL TILE HORK IN AGC.OR Mr-E WITH THE REC4MMEWATI ON5 OF THE PILE CtMl L OF .AMC-RIGA. COMPANY FRN 6151I1O THE OAS. S O U T H O L D, NY 11971 2. LAYOUT OF TILE 8. FIXTLJlRE5 AND TRIM .1 DTERMINE T'HE LOCATION OF ALL MOVEMENT JOINT'S PRIOR TO THE START OF THE: INSTALLATION. ,1 UNLESS NOTED ON THE DPWW--'S,PLUMBff* FIXTURE5 SHALL 13E A5 MAMI�ACTII�a 6Y KDNLER. EGIl11VALEMIT. PLUMT3EN1Ci E TAX MAP #: 1000-080.00-04.00-019.001 .2 LAY OUT AL.L. TILE HOOK 50 A5 TO MINIMIZE GUTTING TILE LE55 THAN ONE HALF TILE IN SIZE. FIXTURES TO BE SELECTED BY OWNER. .3 LAY OUT ALL KAINISC.OTS TO TIE NEXT FULL TILE BEYOND ACTUAL DIMENSION AS woir ATEID ON THE DRAT*r-7'5. .2 TRIM FOR PLUM BIN6 FIXTURES SHALL 13E AS MANUFACTURED BY M OEN, DNL.TA OR EOUEVALENtT. .4 ALt&4 ALL HALL JOINdT'5 TO 611JE STRAIGHT AND UNIFORM 6Ran LINES, PLUM15 AND LEVEL. .3 PLUMBING FIXTURE COLORS AND TRIM FIN15HE5 SHALL BE SELECTED 13Y 1HE O*eR WOM MAWFA.6nRLR'S STANDARD COLOR5 AND DRAWING TITLE: 5 ALHSN ALL FLOOR JOINTS TO IWAXM STRA16 IT AND UNIFORM 6ROUT LIKES, PARALLEL WITH WALLS. MENU U51NS TILE SHEETS, MAKE FINI5RE5. JOINTS BETWEEN EACH 94EET SAME AS JOINTS WITHIN THE SIEET5,50 EXTENT OF EACH %EEET 15 NOT VISIBLE IN FIN15HEIO KOR.K. Q, ALL PLVMBIN6 FIXTURES SHALL BE MIVIGUALLY TRAPPED AND VENTED,ASREaPED BY ALL APPLICABLE COtOF-a CAST RRON WIPE 6 ALlr l ALL BASE JOINTS KITH BCiTH1 FLOOR, TILE AMID WALL TILE JOINfTS, SMALL CONFORM WITH LOCAL CODE REQUIREMENTS, HITH APPR�7VED JOINT, PIPE SUPPORTS AND GLEAN gffS. 3. ALL EXP05EV EP&ES OF TILE 5HALL BE 5MOOTHE-0 ANO BE WRE Off TILE E06E5 ARE CLEAN BEFORE I%TAL.LINC. 10. FURNISH ALL ITEMS AND LA5M NECESSARY FCC THE TTySTSi�Ef�EI BY �E LOCAL AUTE 0 UINTI AND THE JRE`D TESTS H AUTHORITY 4. FIT TILE LARE11,lLLY AGAINST TRIM,AL50 AROUND PIPETS, ELEC<TRr, 5OXE-5 AM OTHER BUILT-IN FIX'TLFES 50 THAT E5GUTC:HEON5, PLATES HAVING AR15010TION OVER PLLtVING K�R,K. GONC�EALEfD WORK SHALL-RIMA LJNEGOVEREt7 UMrIL ALL REO!IfREd TESTS HAVE BEEN SPECIFICATIONS 2 AND 6OLLAR5 POLL COMPLETELY �P GUT ED S. COMPLETED;BUT IF NECESSARY, TESTS ON PORTION'S OF THE HORK MAY BE MADE AND THESE PORTIONS OF THE WORK MAY BE MADE 5. WREN 011 TILE: SWEET5,MINIMIZE TEARIN 6 SHEETS APART BY DRIL.L145 PIPE HOLES WITH A HOLE SAW, AND THE5E PMTi0N5 OF THE MAY BE CONCEALED AFTW B+EIN6 PRNED 5ATISFAGT+tORY. ALL TE5T5 SHALT. BE RAVE IN THE 6. 9)PPLY FRST CLASS HORI:MAN'5HIP IN ALL TILE WORK.. PRESENCE OF iREPREBENTATIV''E`a OF THE LCOGAL Aun4OR.ITY. -REPAIRS OF LEFECI5 THAT ARE DISCOVERED A5 A RESULT OF 1. ALL PRODUCTS ILISED VURIW THE INSTALLATION OF THIS WORK SMALL BE IN STRICT AC. 0L DANCE WITH THE MAN'UFACTURE°R`5 CURRENT I1SF'E6Tl0K5 OR.TESTS SHALL BE MADE HITH NEW MATERIALS. GAULKIN6 tF SGRfWED JOINTS,CRACKS, OR HOLES HILL NOT BE rRIrxrW At.6FPTED. TESTS SHALL BE REPEATED AFTER DEfECT5 HAVE BEEN ELIMIIJATED. 8. SETTING BEDS- 11. PIPINr& SHALL BE INSTAL.LEP TO ALLOW FOIE EXPANSIONAND C.ONTRAGTION HITHGIT.UNDUE 5T12AINS OR 51RE5+5155 ON PIPIT, JVNNt5,ANP SCALE: .I USE THIN! SET' ORGANIC ADHIESIVE METHOD FOR TILT: tDN C-�YP51JM1 HALLE30ARD. GONIFO1r'�MI TO ANSI AIOS.4. CONNEG.TED ECL4PMENT'. ALLOW 6LEARANGE 5 FOR THE INSTALLATION OF IN5UL.ATL)N AND .ACCESS FOR VALVE5 AND FITTINS-55. PROVIDE 2 USE DRY 5ET' RC RTAR METHoo FOR M5TALL11,* TILE DIMENSIONALLY STABLE COWSRIETE. CONFORM TO AN51 A1056, NAILING 5HIELP9 AROUND ALL P'IP1146 PA551NfG TI-IRCMDH HOOD 57W PARTITIOM15,' q. TILE SET WITH A1DHE51V'Er 12, No 5TRI,Y.TURAL MEM5ER SHALL 13E IAEAK.EN'EV OP, IMPAIRED BY CUrr *Or NMAWv, .1 SLer-AC:ES MAt6T 13E 5TRAI&fr AND LEVEL AND IN PROPER CONDITION TO RECEIVE TILE, 13, PROTECT ALL PIPING PA55149 THROUGH WALLS "FROM PJREAI'ACA-: 13Y PRCOVILDiN5 PIPE SLEEVES. WERE CINDNS OR OTHER C.i'ORRG51VE .2 SPREAD AGNiE51VE WITH 1/1(7' "V' NOTCHED TR01^EL, LEAVING NI) LARGE DEPOSITS. CHECK C4VE1RA6E OF ADHESIVE TO TILE BEFORE MATERIAL IS ENICa NTERED IN EXCAVATION OF PIPE TV04rHIES,ALL FED PIPMLG 5HALL BE PROTECTED HITH A HEAVY GOAT OF STARTING TC? INSTALL TILE. APPLY ADHEVVE ONLY TO AREAS A5 CAN BE COVERED WITHIN THE OPEN TIME OF THE ADHE51VrE. SET COAL TAR? ENAMEL. 1 T1L.E5 HITHC>UIT SLIDINCa. TAP TILE TO A55lJRE CONTACT KITH ADHESIVE. m, UPON COMPLETION OF THE K1\T1ER 015TRIF31.1 OH SYSTEM,TE5T ALL VaVES TO IWA RETHENR FULL OPENIIN6 AW I~LL1'Sf-i Out THE SYSTEM IC3. TILE SET NTH VT SET M9. TAR: PROC�Rf�1VELY BY.OPENINC E VILDIN O OUTLETS ANCJ PERMITTIM6 THE FLOW TO CONITINdEE FROM EACH UNTIL THE WATER VM. CLEAR. RAWN BY: .1 SET NTH TILES IN DRY-SET MORTAR PLACED IN CJIE LAYER APPROXIMATELY 3,r32" THICK, DURING :��UGHI FL U5H11 OPERATION, THE LO 6AL AUTHORITY MAY TE5T THE FLOA FROM ORLET5, AND BEFORE FINAL ACCEPTANCE OF .2 PRY-SET MORTAR 5HAL-L BE A MIXTURE OF PORTLANO DEMENT HITH SAND AND ADDITIVES IWARZTIN* WATER RETENTIVITY. THE KORZK,MAKE FURTHER TE5T5 OF OUTLET FLOWS TO A5GERfAIN IF THE LEES ARE GEAR. PIS aED Ai o .3 OROUT FLOG WITH SAND-PORT'L.AND CRIENT BUT,COLOR SELECTEE. BY t'.36+11�IER- E5. AT THE TIME OF FINAL INSPECTION OF THE WORK Pff Ff ED L1 ER THUS GtN1ITRAGT, T1i U ILITIES GfOVERE(7 BY TF�S SEGTIC?1J SHALL BE T HITH GEMIENT MORTAR: GCDMiPt ETE IN EVE 2Y RESPECT AND IN PERFECT OPERATING CON7ITIm I ALL 9JRPL.US MFERIALS OF EVERY CHARAGTER VEa1JLTING NECKED BY: E1. TILE SE .1 MORTAR 13BD SHALL BESET ON A 4 MIL POLYETHYLENE CLEAVA6E MEMBRANE. MORTAR SHALL BE COMPOSED OF I PART PORTLAND FROM THE l IN THIS SECTION 94ALL HAVE BEENf�J[-N'IDVED, SANITARY 5EI^tE-RS 5 O FREE FROM SAND,SILT, OTHER CEMENT AND b PARTS DAMP SAND BY VOLUME AND 13Y 1 1/4` IN NOMINAL THIV<NE55. 'O�TRUGTION5. ANY DEFECT5 015CZNVZED IN THE UTELITII=5 SU9 EOUENT TO TH15 IN5rEC1N SHALL HAVE BEEN CORRECTED. XX .2 REINFORCE llwMTAR BED WITH! 2- x 2" x Ibllf GAtl6E WELDED MIRE MESH. ILE NO,: .3 SET TIN ID`TILE IN MORTAR B CARED BOND COAT ON RED MORTAR BED. A :GROUT F=Loc>R5 HITH 5ANID-PORTLAW GEMENr GROUT, DOLOR 5ELE CTED BY THE {TER. HEATINGG 6NND AIR GOti<7IT1 IN�� 12.5ET MARBLE SADDLES IN PRY-SET MORTAR AS SPECIFIED A50VE 'WHERE ADJACENT FLOOR TILE 15 SET IN DRY-SET MORTAR;AND SET (. 1"X15TI146 HEA+TINE SYSTEM TO BE EXTENDED TO IEI� AREAS. SADDLES W1TH ,ADHCSIVE AS 5rMIFIED A50V'E 1^MERE AD3ACENT FLOOR TILE 15 SET SMITH ADHE51V'E. 13. 6ROUTIN9 AND CLEANING; 2. MECMANIC:AL CONTRA.GTOR 15 TO'SURVEY ALL EX15TINO CONEATION5, 6ENERAL CONTRACTOMALL C40R.DINATE THE OTTER TRAMS ROJECT NO.: DRAWING NO. J FOLLOW &ROUT MIAMFAC,TLJRI R"5 CURRENT PRINTED IN5T1RLICTECON5. .WITH THE MECHANICAL CONTRACTOR. .2 REMOVE ALL GROUT HAZE AND 0B5ERV GROUSE MA1i11FACTl1[�ER"5 RECOMMENI[7ATIONIS AS TO THE USE OF ACID AMID CHEMICAL 3. W-ATI 7 UNIT 15 TO MAINTAIN INDOOR TE�TUFZE OF 10°F WHEN QElT51DE TEMPERATURE 15� HfTH A W1NtD OF f5 MPH. MAINTAIN T5°F XXX CLEANERS. INDOOR ANR TTEMF E-RATURE H�NN OUT' OE AR 15 0157F. 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