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Home My WebLink About51375-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 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 SCTM#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 $445.00 CO-RESIDENTIAL $100.00 Total $545.00 IL Building Inspector s � TOWN OF SOUTHOLD—BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631)765-9502 https://www.,soutlioldtowtiny Ov Date Received F I,ICATION F° R BIJIL,DING F ERWII' For Office Use Only E C E I U L PERMIT NO. 5 �) 15 Building Inspector. UP 2 2024 Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an � ilr.i n exrnenf Owner's Authorization form(Page 2)shall be completed. "own cl S--,uVW-1 k9 Date: 8/13/2024 OWNER(S)OF PROPERTY: Name: Taylor Living Trust (Susan Taylor) scTM#1000-080.000-04.00-019.001 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@gmail.com DESIGN PROFESSIONAL INFORMATION: Name:Brian Davis Mailing Address:2162 Main Street, Glastonbury CT 06033 Phone#:860-508-6312 Email:briandavis@briandavisartandarchitecture.cc CONTRACTOR INFORMATION: Name:Rockfish Custom Builders Mailing Address:1565 Reydon Drive, Southold NY 11971 Phone#:516-316-3292 Email:rockfishcustombuilders@gmail.com DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure DAddition WAlteration ❑Repair ODemolition Estimated Cost of Project: ❑Other $140,000 Will the lot be re-graded? ❑Yes 19No 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 R-40 this property? ❑Yes ENO IF YES, PROVIDE A COPY. 1 lwl':Ilt Box Af,ter Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter Z36 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,budding code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Susan Taylor ❑Authorized Agent *Owner Signature of Applicant:, �� 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 °) ( , d � ay of &401�( ,201JA �.�,+ ►'', , Notary Public ,, 0 cP,« .. 0, 4IS i t1 "fit ' 140RI ) Zj w0 ....m,„ma nammmaw—mmwmMarwmwam�.nw��w. ».,rva�w�,wnwww.w�wa (Where the applicant is not the owner) «« *%IRE 404 �« 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 IN CGenerated by REScheck-Web Software �(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 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: 10.4%Better Than Code Maximum UA: 125 Your UA: 112 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. E13yelgpe Assembrie Prop.Gross Area Assembly or Cavity Cont. Req. Prop, Ceiling: Cathedral Ceiling 485 30.0 4.0 0.030 0.026 15 13 Wall: Wood Frame, 16" D.C. 603 19.0 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: 10/29/24 Data filename: Page 1 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 I?,re a� p ti iRlar „ 1p+w +pwnpIll s? Comments/Assumptions , c,R AMC, dal b, l a 103.1, ;Construction drawings and ❑Complies l 103.2 documentation demonstrate ( ❑Does Not a [PR1]1 ;energy code compliance for the 4J building envelope.Thermal ❑Not Observable :envelope represented on ❑Not Applicable construction documents. p 103.1, ;Construction drawings and ❑Complies 103.2, documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR311 ;lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate 'l ;compliance with the IECC Commercial Provisions. 302,!,. Heating and cooling equipment is n Heating: n Heating: ❑Complies o 4U3,7", °sized per ACCA Manual S based I Btu/hr Btu/hr ❑Does Not [P9212 on loads calculated per ACCA a Cooling: Manual J or other methods Cooling: k Not Observable o Btu/hr Btu/hr ;❑Not Applicable approved by the code official. d e 6 Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taylor Residence Report date: 10/29/24 Data filename: Page 3 of10 section Plans V rifleck Field Verifl+ed #R` Framing'/Rough-In Inspection Complies? Comments/Assumptions AFt .Allalcu Value 402.1.1, °Glazing U-factor(area-weighted U- U. ❑Complies ;See the Envelope Assemblies 402.3.1, °average). n 8 j❑DoesNot :table for values. 402.3.3, P 402.5 a ;❑Not Observable u 402.5 y ° ;❑Not Applicable a u a u a 303.1 3 ,U-factors of fenestration products ❑Complies [FR4]1 `are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies [FR23]1 :installed per manufacturer's ❑Does Not u instructions. w� IE]Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies F [FR20]1 :is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ° ❑Not Observable ;or has infiltration rates per NFRC C' 400 that do not exceed code ❑Not Applicable p a limits. lightingIC-rated recessed lies sea ed at hou ing/interior fin finish p❑Do s Not and labeled to indicate <_2.0 cfm „ ❑Not Observable a leakage at 75 Pa. � ❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ❑Complies I [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches. Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable :the building insulated >= R-6 for r :diameter>= 3 inches and R-4.2 afor< 3 inches in diameter. r 403.3.2 ,Ducts, air handlers and filter ❑Complies [FR13]1 ;boxes are sealed with ❑Does Not r „joints/seams compliant with ❑Not Observable a International Mechanical Code or 'International Residential Code, as ,l ❑Not Applicable applicable,. 403.3.EaBuilding cavities are not used as l ❑Complies [FR15] 4ducts or plenums. ❑Does Not � � u ❑Not Observable N ❑Not Applicable HVApiping y' g '❑Complies (FR1 ]2 above 105 -Fcor chilled fluids R R fl❑Does Not a below 55 °F are insulated to >R- 3 ;❑Not Observable UNot Applicable 403.4.1 'Protection of insulation on HVACMM ❑Complies [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable pipes R ❑Complies [FR10] �403.5.3 Hot water i es are insulated to R- 2 _R-3. � ❑Does Not a ;❑Not Observable Q y ; j❑Not Applicable u 4 Automatic or gravity dampers are 41)" M ❑Complies installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable p 1 High Impact(Tier 1) k Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taylor Residence Report date: 10/29/24 Data filename: Page 5 of10 ec Icrp PlansVeritled Field Vedfied insulation Inspection am 11 Comments/Assumptions Ft i1 #ue; a ue 303.1 All installed insulation is labeled y` `❑Complies [IN13]2 Ror the installed R-values ❑Does Not provided. ❑Not Observable t ❑Not Applicable r �l ;Floor insulation R-value. ;See the Envelope Assemblies 402.1.1, R- R- 402.2.6 ❑ Wood o❑ Wood :❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable M I U [ :❑Not Applicable a o i a ............ per � ❑ 303.2, 6Floor insulation installed p ) Complies 402.2.8 +manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the underside of the subfloor, or floor" ❑Not Observable framing cavity insulation is in Not Applicable U ;contact with the top side of osheathing, or continuous insulation is installed on the underside of floor framing and i nextends from the bottom to the u atop of all perimeter floor framing members. 402.1.1, a Wall insulation R-value. If this is a u R-Woo ❑R- ;[]Complies oSee the Envelope Assemblies mass wall with at least 1/2 of the ❑ f Stable for values. d Wood Does Not 402.2.E wall insulation on the wall ❑ Mass U❑ Mass ❑Not Observable [IN3]1 exterior, the exterior insulation i I requirement applies(FR10). p❑ Steel o❑ Steel I❑Not Applicable o d , t t a a E 303.2 w Wall insulation is installed per ❑Complies ; [IN4]1 a manufacturer's instructions. ❑Does Not 4 9 i F ❑Not Observable " ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taylor Residence Report date: 10/29/24 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403%` All mechanical ventilation system ❑Complies �❑ 4 � I fans not part of tested and listed Does Not equipment HVAC meet;efficacy �� y e R403.6.1. 1 ` � and air flow limits per Table ❑Not Applicable %�� " Hot water boilers supplying heat ❑Complies 9 �) I2 �i through one-or two-pipe heating ❑Does Not i � ' systems have outdoor setback ❑Not Observable control to lower boiler water ot Applicable a❑N licable temperature based on outdoor temperature. Heated water circulation systems ❑Complies have a circulation pump.The ❑Does Not system return pipe is a dedicated :o return pipe or a cold water supply ❑Not Observable ❑Not Applicable pipe. Gravity and thermos- i�// " syphon circulation systems are not p resent. Controls for ,circulating hot water system P pumps start the pump with signal for hot water demand within the occupancy. Controls ° /[automatically turn off the pump when water is in circulation loop I is at set point temperature and j no demand for hot water exists. Electric heat trace systems {❑Complies comply with IEEE 515.1 or UL Does Not 515. Controls automatically / adjust ❑Not Observable heatt the energy input t the maintain, t heat t the ;❑Not Applicable v desired water temperature in the i piping Demand recirculation water ❑Complies t systems have controls that ❑Does Not I manage operation of the pump ❑Not Observable and limit the temperature of the ❑Not Applicable water entering the cold water I / <—_ 104-F„ a Y 'Drain water heat recovery units liComplies �l ��tested in accordance with CSA ❑Does Not Potable water-side pressure loss of drain water heat d ❑Not Observable units < 3 psi for ❑Not Applicable b individual units connected to one or two showers. Potable water- A; n side pressure loss of drain water heat recovery units < 2 psi for individual units connected to i�three or more showers. 404.1 ;90%or more of permanent ❑Complies [F16]1 afixtures have high efficacy lamps. ❑Does Not ❑Not Observable ; e ❑Not Applicable 404.1.1 ¢Fuel gas lighting systems have 9 ❑Complies [F123]3 kno continuous pilot light. (❑Does Not ❑Not Observable y' Q ❑Not Applicable j JCompliance certificate posted. ODomplies oes Not ❑Not Observable ❑Not Applicable 1 'High Impact(Tier 1) „2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Taylor Residence Report date: 10/29/24 Data filename: Page 9 of10 U41 Efficiency Certificate Above-Grade Wall 23.00 Below-Grade Wall 20.00 Floor 30.00 Ceiling / Roof 34.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.28 0.05 Door CoolingHeating & Heating System, Cooling System: Water Heater- Name: Date: Comments de Bruin Engineering P.C. 3roui �p4d e 00 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, tl� C'4 ' Etaym d M. Calamari, RA s a 1400 Old Country Road Suite 106 Westbury New York 11590 • T: 516.513.1313 Suffolk County Dept.of Labor,Licensing&Consumer Affairs HOME IMPROVEMENT LICENSE Name DOUGLAS W HERRMANN Business Name ROCKFISH CUSTOM BUILDERS INC This certifies that the bearer Is duly licensed License Number H-49841 by the County of suffolk Issued: 03/12/2012 W"naT. "evy Expires: 03101/2026 Commissioner 4 NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE "I ^^A^A 453012559 LOVELL SAFETY MGMT CO.,LLC " 22 CORTLANDT STREET 33RD FLR � ' NEW YORK NY 10007 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER ROCKFISH CUSTOM BUILDERS INC TOWN OF SOUTHOLD BUILDING DEPT 1565 REYDON DRIVE 54375 MAIN RD SOUTHOLD NY 11971 PO BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2556 366-9 1 33576 04/01/2024 TO 04/01/2025 8/14/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2556 366-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:I/WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THE POLICY INCLUDES A WAIVER OF SUBROGATION ENDORSEMENT UNDER WHICH NYSIF AGREES TO WAIVE ITS RIGHT OF SUBROGATION TO BRING AN ACTION AGAINST THE CERTIFICATE HOLDER TO RECOVER AMOUNTS WE PAID IN WORKERS'COMPENSATION AND/OR MEDICAL BENEFITS TO OR ON BEHALF OF AN EMPLOYEE OF OUR INSURED IN THE EVENT THAT, PRIOR TO THE DATE OF THE ACCIDENT, THE CERTIFICATE HOLDER HAS ENTERED INTO A WRITTEN CONTRACT WITH OUR INSURED THAT REQUIRES THAT SUCH RIGHT OF SUBROGATION BE WAIVED. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND �/A' %" 4 iIRECTOR,IN SURANCE FUND UNDERWRITING VALIDATION NUMBER:220541585 DATE(MMMDIYYYY) ACRE CERTIFICATE OF LIABILITY INSURANCE O8l14/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED,the poli y(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(a). PRODUCER CONTACT NAME. Maureen A.Moore Liberty Insurance Brokers LLC d/b/a The Budde Agency PNON (631)264°I579 APC Htt 16 Riverside Avenue AatDRss: certificates@buddeinsurance.com Lic#OD79653 INSURERS)AFFORDING COVERAGE NAIC# Amityville NY 11701 INSURERA: Southwest Marine&Gen Ins Co 12294 INSURED INSURER B: Accident Fund Ins Co of America 10166 Rockfish Custom Builders Inc. INSURER C: New York State Ins Fund(NYSIF) S6097 1565 Reydon Drive INSURER D: INSURER E: Southold NY 11971 INSURERF. COVERAGES CERTIFICATE NUMBER. GL(HNO),CUP 23.24,WC REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW'HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER M MI&DOO LIMITS POLICY X 11 COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS MADE ®OCCUR PREMISE'S Ee occorrenne $ 100,0010 MED EXP(Any one person) $ 5,000' A GL2023RLH00431 10/26/2023 10/26/2024 PERSONAL&ADV INJURY $ 1,000,000, GEN'LAGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 DDO POLICY JET LOG PRODUCTS-COMPIOPAGG $ 2" ,000 OTHER: $ AUTOMOBILE LIABILITY 05MSINEO SUMF L r $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED GL2023RLHOO431 10/26/2023 10/26/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED �r NON-OWNED PROPER OAMAGE $ AUTOS ONLY AUTOS ONLY tPer accident S x UMBRELLA LUU9 OCCUR EACH OCCURRENCE $ 4,000,000 B EXCESS LIAR CLAIMS-MADEGXL00001 O0 04 10/26/2023 10I26/2024 AGGREGATE $ 4,000,000 DED I X1 R TE'NTION$ 10,000 $ WORKERS COMPENSATION PER TH- AND EMPLOYERS'LIABILITY ...STATUTE ER 1�0,000' ANY PROPRIETORIPARTNER/EXECUTIVE Y l N E L EACH ACCIDENT $ C OFFICERIMEMBEREXCLUDED? N N/A 25563669 04/01/2024 04/01/2025 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE W$ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarke Schedule,mey he atbwhed if more apace is required) CERTIFICATE HOLDER CANCELLATION', SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Tbwn of Southold Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd. AUTHORIZED REPRESENTATIVE PO Box 1179 Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 2 5 1 YTS S 60 , V _ ' , I PROJECT ARCHITECT: 7 / BRIAN DAVIS ART & ARCHITECTURE GROVE DR. 2162 MAIN STREET GLASTONBURY, CT 06033 T A �31�3 118� N 75019138" E 860-508-6312 8 R-275 It is a violation of Section 7209 of the 2ee GROVE DRIVE, SOUTHOLD, NY 11911 ■.— New York State Education Law for any person, unless he is acting under the ■ , ' direction of a licensed professional ' 1 I ■ architect, to alter any item on this ■ I ' EXISTING I.5 drawing in any way. If the drawing is altered under the direction of a ■ STORY FRAME professional engineer, the altering ' s I engineer shall affix his seal to the ■ I drawing with the notation "altered by" I , I ■ followed by his signature, the date of EXISTING 1 alteration, and a specific description LIST OF DRAWINGS: A-50I SEALING DETAILS \0 �e.61 , STORY FRAME of the alteration. 92 A-001 COVER SHEET - 517E PLAN, U A-502 ENERGY CODE DETAILS UST OF DRAWINGS, INSULATED AREA DIAGRAM, ZONING INFO. EXISTING 1 A-503 CONNECTION DETAILS I WALKWAY TO BE ■ A-IOI PROPOSED FOUNDATIN PLAN; PROPOSED FIRST FLOOR PLAN PROPOSED ROOT= A-504 CONNECTION DETAILS 2 REMOVED I ■ EXISTING 1 STORY PLAN ; POWER AND LIGHTING PLAN PROPOSED IFI TO BE REMOVED I A-201 SECTION A-A; SECTION B-B' SECTION C-C' SECTION D-D A-505 CONNECTION DETAILS 3 PAVED A-601 SPECIFICATION 1 WALKWAY ' I (' A-301 PROPOSED ELEVATIONS; WALL SECTION A-602 SPECIFICATION Z A-500 DETAILS I6.00 ■ ' ° !+U , she ■ IL A EXISTING PVC CONTRACTOR TO PURCHASE 0� ' ■ AND INSTALL fo" X roll NEU) //�� I II 1 CONCRETE BBQ YORK FLOOR TRUSS �'Y Z ' 1 CONSTRUCTION SIGN AS MFR'D. 5Y MY SAFETY SIGN # K-435S. W PROPOSED PLACE SIGN AT THE ■ ELECTRICAL METER. ' WOOD FRAMED I ■ LOT 19 I ONE STORY ADDTITION (/U ro�9 LOT 18 I ■ --1 NEW CONSTRUCTION EXISTING HOUSE ' LOT 1 1 ■ I i 1 SUBMITTED FOR FILING 9-9-24 TO RIDGE TO RIDGE ' I ■ ✓yl. . 236. ■ I i NO. REVISIONS DATE 8$� I 12 12 • , OWNER: le �� ■ I TRUE NORTH _ TO PLATE � ° _._._ ''v��r,�...a.r.�a�. _ J� TO PLATE + --- - f--- -- - -- +S'-I Y• Ate'I Ye - - - EXISTING N '9�.�• o O GARAGE 83 - �•, ' FIRST FLOOR ELEVATION �. FIRST FLOOR ELEVATION #it ■ (ALIGN WIT EXISTING) AK (ALIGN WIT EXISTING) LEGEND: L �4 7' i - -I'-III-1 EXISTING BUILDING CRAWL SPACE ELEvATION I II I=_ 111 .;• h CRAWL SPACE ELEVATION 1I- II III l 11 it 1 In 1 u Ili y ill II u= NEW 1 STY ADDITION II -11111 = =1 l i ill II 1 8 I III 1 1 I 11 I 1,11 1 ' II I,u-i L II ill -it—il f iG =ki li PROJECT: INSULAIMP TAYLOR RESIDENCE ADDITION NTS 1"=20'-0" 20 10 0 20 40 200 GROVE DRIVE PROJECT 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 REAR YARD 50' 86.52' NO PIS NL A�Cy LIVABLE FLOOR AREA 850 sf 2723 sf NO o�ti CHECKED BY: MINIMUM LOT FRONTAGE 40' 97.36' NO MINIMUM PERMITTED DIMENSIONS XX LOT COVERAGE 20 PERCENT OR 4,064 SF 13 PERCENT OR 2,604 SF NO FILE NO.: BUILDING HEIGHT 35' (SLOPE) 22' 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. ZONING INFO ro56ro 3 DATE: A-001 09-09-2624 D 2 A D PROJECT ARCHITECT: A B R I A N DAVIS ART & ARCHITECTURE 2e'-6" 18' 2162 MAIN STREET 18' 1'-6" I'-e" EAVE (TYP) 18' 11 GLASTONBURY; CT 06033 3"_3% 11'-5" 3'-3%" 6'_2, 860-508-6312 INSTALL SHEAR WALL 8" X 16" CRAWL SPACE VENT CONC.WING z.z ANCHORS AS PER WI INSECT SCREEN (TYP) WALL AT NEW SIMPSON STRONG TIE ----------------------------- ----- ----------� STONE STAIR 'Ti � ' PITCH _ I is a violation of Section 7209 of the PITCH t AND P I ------ Education Law for any APRON -_.-� New York State ---------------- --------------- direction---•- --------_- ___I__T_ __," -__ I, person, unless he is acting under the t ------,� �^ I direction of a licensed professional 1 I I B I I �� I B architect, to alter an item on this cn I BEAM I I I I I - k I y POCKET 2' �� -eel drawing in any way. If the drawing is �' i }I ► -,�, altered under the direction of a 8-2 ' professional engineer, the altering P 9 9 engineer shall affix his seal to the .c ----� drawing with the notation "altered by" L I I I I --- followed by his signature, the date of GONG. alteration, and a specific description I B i WALL �'� �----- ----- i B i 3.z -- u _30 of thealteration. - -_ u -- 1 I I Q 1L 20I I �--------� l I I � I' 3.1 I �— 1 I I 2e1 I PITCH Plrcu ° O PITCH \IN CRAWL T" „ I I I �3.3 = PITCH 1 I SPACE I 2 CONCRETE G N i i �, G C �;, r 3-0 X 3-0 ��° --- I G SCREED COAL -201 I I „ " A 3.4 fL i _2e1 I I I r_____ I 2@I 201 I CUPOLA t I I 12 X24 CIP (L I FOOTING I _ (L 1 'cv I 6 I I I 1"Xi e„ F J H 2"XI e" FJ @16' OC IX @16' OC I `� ' E I I o' I in I' I ill ---- I r N 2„ R-le LEGEND: - -- v RIGID INSULATION I d.r I , I I I EXISTING WALLS I r-- I PITCH PITCH i IN LEDGER ___ _ ; ' `�' NEW CONSTRUCTION ----- -------------------------------- -----____---__--- ----------------------------- WALLS TO BE REMOVED W ----------- - - --_- __-� _ --- --------- R -- - - EXISTING FOUNDATION WALL - 2" CONC. SLAB - 6 MIL POLYETHYLENE MAXIMIZE RIDGE EXISTING SECURE (3) E XI2" TREATED A p SHEATHING VAPOR BARRIER r �XICj•1 IN� HEIGHT PER EXIST. WOOD LEDGER Wl (4)5/8' SHED DORMER •� -2e -10 BASEMEN I DIA. EXP. BOLTS I'-e" OC 4'-e"X4'-e" ACCESS OPENING 5EDROOM �I 2g1 WINDOWS STAGGERED (LOCATION TBD) DORMER Al" "� POSED F00"IUND"ATION ar"LAN OSED R"100F 1 SUBMITTED FOR FILING 9-9-24 NO, REVISIONS DATE 2 A D -30 -201 -201 OWNER: 18' 2'-6" EXISTING 3.3�" 5'-8/„ 5,_a/„ 3-_3Y2. ------------------- TO LEGEND n ' I 11 G.I.P. LONG. STOOP BATHROOM MATCH EXISTING I �\ ._,\-------c-5_1/4 XIe' ML I. •7-- r ---,� ---------- - -------504 STONE FACING I , I RECESSED CEILING LIGHT „ �- I VV / RECESSED CEILING LIGHT I m 1.5 iON -2al WATERPROOFED N j X ;Q CEILING FAN LIGHT 1 �( �� ., �•\ IIL�% I.. ei 7 cv 2 @ 11' 3 j 474 4 I `•��-��, (2)2"XIe" +'1 �' I r I \�\ I I i'/ -� WALL LIGHT f-Xe"I 1 .i._._._._�\ COLLAR TIES /�._._. \ x r• �� O I I I ( \ -- PENDANT FIXTURE B \ m I 2"XIe" RR �• N „ I.a -3@ �� -- IN II _20 'r- X @ 16' OC __• _ �/ 2"XIe" RR I �;�� -� I �I I i \--- I Iw " @ 16 OG /, Lti 1= I I _I I , I I _I I LED STRIP LIGHT ----=,'�j `^ - v ri •i �2)1 XI2 I• tcv •/ , I I pC I I �x\ I I k l \ , I x x I xja I I I xjc ' L5 ..i x i• L. ---- ._._. i.3 I i cv i ---- I i �, p \ \\ I DUPLEX RECEPTACLE •—•— 11 Al �I .I (1)2'XI2"1. lam' X. •�� 0 I Iv I vIU ------- - — 5UN \ I EXISTING SUN -=—= '. I •��J . , ;� I I ROOM qp \ ? I I \ \ PROJECT: -201 ��` "L `'`'-- I.z j' i `� _2@' ' .,_'_._._. =� (2)2"X 10" ._.\= ._._._._._ QUAD RECEPTACLE TAYLO R RESIDENCE PRIMARY I ROOM ;/ °� o •�.._._ ._.= I —COLLAR TIES I ADDITION m BEDROOM I x (2)2"XIe" ;(2)2"Xle"I I \ �•Jam, �� ---J - i II+ I FIRST FLOOR ! ii\ r---J GFI RECEPTACLE I \,�% •m ; , ' j ELEVATION 200 GROVE DRIVE ''0 ,j�'�+ FIRST FLOOR ELEVATION �, j x �, i ,�� , ,, 0'.0" SWITCH, SINGLE POLE SOUTHOLD, NY 11971 I I I IN �( �� I TAX MAP #: 1000-080.00-04.00-019.001 �� E�Ai'�• �'�`�?\p � i o� I \�-' ��• p SWITCH, SINGLE POLE WITH DIMMER e I ,/ Q�`� N T04 Ilyye .\ Pi I •—•�Y'i----•—•—•—•— X<' I i �,.� � � I SWITCH 3-WAY �r�$o I / i• (2)2 X12 j �. I -Fs, f •�\ I I i 7____y 3 DRAWING TITLE: �s 2 XIe RR i) 2 Xle RR ---- �� i �'�-----_--- (a 16' OC I' @ 16 OC I A� It I 1 ® 120 GFM FAN „ '�3�3 PROPOSED FOUNDATION PLAN; - -- ----- ------- I� -- (2)2 x�2 _ _ PROPOSED FIRST FLOOR PLAN ------- ----- ------- cot CARBON MONOXIDE DETECTOR PROPOSED ROOF PLAN j 16" I Ib" 16 DW ° I 24" C Sp SMOKE DETECTOR I REF NEW SHOWER AND UQ";NHT1NQ`D A p EXISTING -eel -eel BEDROOM 3 „_ , „ T THERMOSTAT SCALE: ]C�XWING SCALE: 1/4" = V-0" B THRRM. EXISTING I EXISTING DINING KITCHEN ROOM _� (KITCHEN BY OTHERS) t DRAWN BY: I EX. PIS ,\ ---fi- G� LIN. GL GL LEGEND: CHECKED BY: EXISTING WALLS PROJECT xx L V NEW CONSTRUCTION FILE NO.: EXISTING LIVING ROOM NORTH RTH WALLS TO BE REMOVED 4' 0 4 8 I/4��-��-0" PROJECT NO.: DRAWING NO. xxxx I'mWe W%0=0 FIVINtST I'MmLOOR Fmw'LAN 1 I 4"W-8a DATE: A-101 xx\XX\XXXX PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE 2162 MAIN STREET EXISTING HOUSE NEW CONSTRUCTION GLASTONBURY, CT 06033 860-508-6312 TO RIDGETO RIDGE TO RIDGE TO RIDGE +20'-2" +20'-2" +20'-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 ROOF ASSEMBLY: architect, to alter any item on this - 3e YR FIBERGLASS SHINGLES - 3e YR FIBERGLASS SHINGLES drawing in any way. If the drawing is L18 - MOISTURE BARRIER EIR altered under the direction of a - MOISTURE BARRIER 12 12 - 3'-e ICE SHIELD AT ALL EAVES AND VALLEY,' 12 12 - 3'-e ICE SHIELD AT ALL EAVES AND VALLEYS professional engineer, the altering - 515" PLYWOOD SHEATHING ff - 5/5" PLYWOOD SHEATHING engineer shall affix his seal to the 2"X1e" ROOF RAFTERS 16" Or- ±10 - 2"XIe" ROOF RAFTERS I(o" OC drawing with the notation "altered by" - 8" COMPRESSED R 3e FE, INSULATION - 8" COMPRESSED R 3e F5 INSULATION followed by his signature, the date of - 9116" 5EAD5OARD CEILING - 9/16" 5EAD50ARD CEILING alteration, and a specific description of the alteration. EXISING CROWN W1 LED ROPE LIGHTING CROWN W/ LED ROPE LIGHTING T BEDROOMCOLLAR BEAM COLLAR BEAM • SCONCE SCONCE WOOD PANELING WOOD PANELING TO PLATE TO PLATE L7 ye, ------------ TO PLATE To PLATE ya" WALL ASSEMBLY: le - CEDAR SHINGLES TO MATCH EXISTING FT7 Ful WALL ASSEMBLY: iH F-IT17 I - MOISTURE BARRIER - CEDAR SHINGLES TO MATCH EXISTING - 1/2" PLYWOOD SHETHING - MOISTURE BARRIER - 2"X6" WD STUDS I(o" OC - 1/2" PLYWOOD SHETHING - R-113 FIBERGLASS BATT INSULATION - 2"X6" WD STUDS I(o" OC - 5/8', GYPSUM 5D. - R-113 FIBERGLASS BATT INSULATION 1.IGO G a C.I.P. CONC. STOOP W1 STONE FACING - 5/8" GYPSUM 50. IL R To EXISTING ;_7 REFER FOR HEAD AND BILL TO MATCH EXISTING FIRST FLOOR ELEVATION KITCHEN FIRST FLOOR ELEVATION FIRST FLOOR ELEVATION DOOR DETAILS FIRST FLOOR ELEVATION (ALIGN WIT EXISTING) - SILIN ROOM (ALIGN WIT EXISTING) (ALIGN WIT EXISTING) SUN ROOM (ALIGN WIT EXISTING) e'-e" M& 76177M e�_e e-e' FLOOR ASSEMBLY: j t F-1 FLOOR A55EM5LY: L_JI LVT FLOORING LVT FLOORING CRAWL CRAWL 3/4" PLYWOOD SUBFLOOR 3/4" PLYWOOD SUBFLOOR SPACE 2"XIe" 0 16" OC SPACE 2"Xie" R 16' OC a" COMPRESSED R-3e F5 INSULATION 8" COMPRESSED R-3e F5 INSULATION CRAWL SPACE ELEVATI�N EXISTING ACE ELEVATION CRAWL SPACE ELEVATION_RAWL SP gi CRAWL SPACE ELEVATION r 4-le" L,,777777 _4' le ASEMENT ---------- 2" R-le RIGID INSULATION 4" CONC. SLAB 12"X24" CONC. FOOTING W/ 2 #5 RE5AR 12X24 CONC. FOOTING W1 2 #5 REIBAR INSTALL 4" D OF 1/4" GRAVEL WITH I . VAPOR BARRIER BELOW RAT SLAB INSTALL 4" D OF 1/4" GRAVEL WITH VAPOR BARRIER BELOW RAT SLAB STEP NEW FOOTING TO ALIGN W1 50T. OF EXISTING 1 SUBMITTED FOR FILING 9-9-24 NO. REVISIONS DATE OWNER: arm fl ION 5-15 1/4"W-e" 1/4 1j=I 1-0 1$ NEW CONSTRUCTION EXISTING HOUSE -500 TO RIDGE TO RIDGE TO RIDGE4_ To RIDGE +2e'-2" +2e'-2" 1I I —\--F +2e'2" 3'-e"X3'-e" CUPOLA IN 3'-e"n'-e" CUPOLA W1 LED ROPE LIGHTING LED ROPE LIGHTING CONTINUOS RIDGE VENT 00, ROOF ASSEMBLY: ROOF ASSEMBLY0 1 - 3e YR FIBERGLASS SHINGLES 30 YR FIBERGLASS SHINGLES -5e - MOISTURE BARRIER - MOISTURE BARRIER INSTALL CONTINUOUS - 3'-e ICE SHIELD AT ALL EAVES AND VALLEYS 3'-e ICE SHIELD AT ALL EAVES AND VALLEYS VENTILATION BAFFLES 12 - 5/8" PLYWOOD SHEATHING - 5/5" PLYWOOD SHEATHING 12 12 - 2"Xie" ROOF RAFTERS 16" OC AT EACH BAY +1 4a - 8" COMPRESSED R 3e F5 INSULATION - 2'xie" ROOF RAFTERS 16" CC - W16" 5EADBOARD CEILING a" COMPRESSED R 30 F5 INSULATION +le ±10 9/16" IBEAD50ARD CEILING CROWN Wl LED ROPE LIGHTING CROWN Wl LED ROPE LIGHTING PROJECT: EXISTING 'L COLLAR BEAM COLLAR BEAM TAYLOR RESIDENCE A BEDROOM ADDITION eq— 200 GROVE DIVE TO PLATE TO PLATE TO PLATE TO PLATE SOUTHOLD, NYR 1971 + ye +8,-,yell y", -500 WALL ASSEMBLY: WALL ASSEMBLY: CEDAR 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" Or, -2"X6" WD STUDS I(oj' OC R-19 FIBERGLASS BATT INSULATION R-I$FIBERGLASS BATT INSULATION ILL 5/8', Gypsum 51). - 5/8" GYPSUM 51). SECTION A-A; 4 EXISTING SECTION B-B; FIRST FLOOR ELEVATION SUN ROOM I -5e FIRST FLOOR ELEVATION FIRST FLOOR ELEVATION SUN ROOM KITCHEN FIRST FLOOR ELEVATION SECTION C-C; (ALIGN WIT EXISTING) Fi =====F1 (ALIGN WIT EXISTING) (ALIGN WIT EXISTING) AL (ALIGN WIT EXISTING) SECTION D-D FLOOR ASSEMBLY: FLOOR ASSEMBLY: , - I., RAWL - LVT FLOORING - LVT FLOORING U lu P ACE 3/4" PLYWOOD SUBFLOOR CRAWL 3/4" PLYWOOD SUBFLOOR ;. SCALE: -500 S - 2"Xie" 0 16" OC - 2"XIe4 P 164 OC -3e FIB INSULATION 8 COMPRESSED R-30 F5 INSULATION 8" COMPRESSED R " SPACE SCALE: 1/4" 1 '-101" EXISTING CRAWL SPACE ELEVATION CRAWL SPACE ELEVATION CRAWL SPACE ELEVATION 4 - -1 e RAWL SPACE ELEVATION 7 7 1" ' " r ------ BASEMENT 12"X24" CONC. FOOTING W/ 2 #5 RE15AR 2" R-le RIGID INSULATION 12X24 CONC. FOOTING W1 2 #5 REBAR INSTALL 4" D OF 1/4" GRAVEL WITH DRAWN BY: 7--- VAPOR BARRIER BELOW AT SLAB INSTALL 4" D OF 1/4" GRAVEL WITH PIS VAPOR BARRIER BELOW AT SLAB ED AqC ti STEP NEW FOOTING TO ALIGN W1 50T. OF EXISTING CHECKED BY: XX o FILE NO.: e rm TI N C-C emo-Tlom D-0 PROJECT NO.: DRAWING NO. 01 4 1/4 14=1 1-0 4j XXXX 41 4 DATE: A-A-201 XX\XX\XXXX PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE NOIlOnNISNO0 MEIN 3SI10H DNIISIX2 2162 MAIN STREET EXISTING HOUSE NEW CONSTRUCTION GLASTONBURY, CT 06033 TO RIDGE TO RIDGE - -- - -- - - -- - ----- - - - -- - -5 8 6312 +20-2 +1e-2'�)------- - ------- - -- ---- - --- -- - ------ - ------ -- -------- It is a violation of Section 7209 of the New York State Education Law for any person, unless he is actin under the e 9 direction of a licensed professional 3.1 3.3 architect, to alter any item on this drawing in any way. If the drawing is altered under the direction of a 12 12 ZI Zl professional engineer, the altering ±10� ±10 01+� �pl+ engineer shall affix his seal to the I drawing with the notation "altered by" followed by his signature, the date of EXISTING alteration, and a specific description of the alteration. I I r BE ROOM I i \- , DORMER I I I I - I II zl TO PLATE TO PLATE I ' I , I EXISTING .. .I 1.3 I i I I. O .9 1.10 IL O O O O Lu Lu DININCz - I I ROOM I I I I I FIRST FLOOR ELEVATION FIRST FLOOR ELEVATIO OIL N LM I I I' C FWHID2968 - . 1 I CR AWL S EXISTING E ELEVATION RAWL SPACE ELEVAtION _ I I - I 4 I I 16 I � I � S M I � A NT 4 10 I� � E E I � I I` I 1 I I I I I 1 -------� I I I I ---------------------------------------------------------------------i------- ! I I I I I ! I � SUBMITTED FOR FILING 9-9-24 TION- AST N0. REVISIONS DATE%V^1 10N 1/4n-1,-011 OWNER: ROOF ASSEMBLY: - 36 YR FIBERGLASS SHINGLES - MOISTURE BARRIER - 3'-0 ICE SHIELD AT ALL EAVES AND VALLEYS - 5/8" PLYWOOD SHEATHING - - 1"X16" ROOF RAFTERS I6" OC ` - 8" COMPRESSED R 30 FB INSULATION - Sko" 5EAD50ARD CEILING TO PLATE --- -- - +8'-Ilya„ TO RIDGE EXISTING HOUSE BEYOND - - —- - - - ... - - ---- - - ---- - --- -- - ---- - ---- --- - - - - - --- - ----- - -- -- ------ - - --- --- - - - _-_ .. ---- - CROWN WI LED ROPE LIGHTING +26_2 -- - 5/4" X PVC FASCIA -50 5/4" X 4"' PVG TRIM (tYP,) 3.2 PROJECT: 12 12 TAYLOR RESIDENCE ADDITION WALL ASSEMBLY: 200 GROVE DRIVE - CEDAR SHINGLES TO MATCHEXISTING S O U T SOUTH OLD,L D ❑ - NY 11971 - MOISTURE BARRIER - 1/2" PLYWOOD SHETHING - 2"x6" WD STUDS 16" or- - TAX MAP #: 1000-080.00-04.00-019.001 I , -19 F1 \ R BERGLASS BAtt INSULATION I 4 5/ X 4 PVC FASCIA F SHINGLES 6 0 YEAR SH N L S 3 YE B E , . 5/8 GYPSUM BD. TO PLATE _ 2.2 \ _ RAWING TITLE +8'-1%a" FIRST FLOOR ELEVATION OL (ALIGN WIT EXISTING) BRACKET I i LINE OF WSWH12X1B AS MFR'D ;, _ ® !� ' SIMPSON STRONG PROPOSED ELEVATIONS; I SHEAR BY FYPON fi . i REFER WALL SECTION O DE AILS -- FLOOR ASSEMBLY OR EQUAL k " - LVT FLOORING CEDAR I I I 2 ` I / LES TO4 '. - 3/4 PLYWOOD SUBFLOoR SHINGMATCH I.a L' I'S I -50 -50 ' - 2"X10" 0 16" or- EXISTING 514" X 4" PVC - 8" COMPRESSED R-30 FB INSULATION SCALE: �_� -� - TRIM (tYPJ FIRSTFLOOR ELEVATION -- __--- - ---- - ---- - - -- -- ---- --- . '- - - - - - - - - ---- ------ -------- - ----- -- ----- -- ------ -- ------ - -------- - -------- - - - - . I SCALE: 1 /4" = 1 '-Q" I 0 ❑ I i I CRAWL SPACE ELEVATION 8" X I6" VENT WI I PATIO - - -- I I -4-10 DRAWN BY: INSEC T SCREEN I • .. CRAWL SPACE ELEVATION (TYP•) �- --- - --- - - - - - -- - - - - - r� - - �� - - - -- - ---- - - - -- ---- - -- --- - - L, - - - - - - - - - -- - - ---- - -- - --- -- - - -- --- - -.. - -- - - ' ` 2 R-10 RIGID INSULATION PIS rti�D ARC 4 10 ! I I '. I II 2" CONCRETE SCREED COAL CHECKED BY: EXISTING HOUSE NEW CONSTRUCTION EXISTING HOUSE 12"X24" CONC. FOOTING W/ 2 #5 REBAR XX 1 I INSTALL 4 D OF 14/ GR AVEL L WIT H tH t FILE NO.: VAPOR BARRIER BELOW RAT SLABSOUTH =&.MVATION WALL Sam SECTION PROJECT NO.: DRAWING NO. 2 4 1/2��=1�-0" XXXX DATE: A-301 XXVX\XXXX PROJECT ARCHITECT: WALL ASSEMBLY: B R I A N DAVIS - CEDAR SHINGLES t0 MATCH EXISTING- MOISTURE BARRIER ART & ARCHITECTURE - I/2" PLYWOOD SHETHING - 1"X " WD STUDS 16" OC EXISTING BUILDING NEW CONSTRUCTION - R-19 FIBERGLASS BATT INSULATION 2162 MAIN STREET j - 5/8" GYPSUM BD. GLASTONBURY, CT 06033 - - 6312 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"x10" @ 16" OC person, unless he is acting under the - 8" COMPRESSED R-3e FB INSULATION direction of a licensed professional architeem on this drawing cti�ntany y.Itway. Ifer any tthe drawing is altered under the direction of a 2" R-le RIGID INSULATION professional engineer, the altering r.. engineer shall affix his seal to the drawing with the notation "altered by" ° 2"XIe' FJ 0 I6 OC II followed by his signature, the date of alteration, and a specific description ° ° ° 2" X 8" TREATED SILL PLATE of the alteration. ° . o O V no J ° 5 1/4" X 12" ML ° �J ON SILL SEAL INSTALL CONT, ° TERMITE SHIELD 'zi ° Ha TYPE HOLD DOWN CLIP A s � i 10" LONG. PIER ON 24"X24 ° 2 XI0 FJ 16 OC -12 FOOTING D ° MFR'D BY SIMPSON OR SIMPSON ABU66Z POST i SIMPSON ABU66Z POST EQUAL BASE =Z AMX FINISH BASE = Z AMX FINISH 5114" X12" ML ii p tom. EXISTING FOUNDATION WALL p ' 5/8" DIA. X 12" L i 10" CONC. PIER ON 515" DIA. X 12" L ° GALVANIZED BOLT -12" FOOTING GALVANIZED BOLL SECURE (3)2 X12' TREATED a , u u ° WO ODLEDGER W 1 4)5/ 8" I� DIA. EXP. BOLTS I'-e" OC STAGGERED LEDGER DETAIL BEAM TO FLOOR AND PIER CONNECTION DETAIL SEAM TO FLOOR AND PIER CONNECTION DETAIL WALL / FLOOR DETAIL 1 SCALE: 1-1 /2" = 1'-0'' 2 SCALE: 1-1 /2" = 1'-0'' 3 SCALE: 1-1/2'' = 1'-0" SCALE: 1-1/2" = 1 -0'' COLLAR BEAM ROUTE A 518" X 5/5" COVE FOR 1/2" DIA. LED WARM WHITE ROPE LIGHTING #FT2-L120HAI2150 AS ° MFR'D BY SIGNATURE CROWN W/ LED ROOF ASSEMBLY: ROPE LIGHTING - 3e YR FIBERGLASS SHINGLES - MOISTURE BARRIER ALUMINUM FLASHING - 3'-0 ICE SHIELD At ALL EAVES AND VALLEYS - 5/5" PLYWOOD SHEATHING - 2"'X10 ROOF RAFTERS 16 OC ROOF ASSEMBLY: - 8"' COMPRESSED R 30 FB INSULATION - 30 YR FIBERGLASS SHINGLES - 9116" 5EAD50ARD CEILING - MOISTURE BARRIER 1 SUBMITTED FOR FILING 9-9-24 - 3-0 ICE SHIELD AT ALL EAVES AND VALLEYS - 5l8'" PLYWOOD SHEATHING 1/4" X 9 I/2'" X 6" STEEL ROUTE A 5/8" X 5/8" COVE FOR - 2"XIe" ROOF RAFTERS 16" OC BRACKET PLATE. FINISHED 1/2" DIA. LED WARM WHITE ROPE - 8" COMPRESSED R 3e FB INSULATION N0. REVISIONS DATE BLACK PAINT LIGHTING #FT2-LI2eHAI2150 AS - 9/16"" 5EAD50ARD CEILING MFR'D BY SIGNATURE HWP TYPE CUSTOM HANGER At EA RR OWNER: ° t 2" X 6" RR 16" OC 0 ° 2" x 6" FB R-19 INSULATION j COLLAR TIE t0 BE HEM FIR. SECURE PLATE WITH (3)5/5" DIA. SLAIN BY OWNER ® ® THOUGH BOLTS CROWN WI LED I � PAN ROPE LIGHTING GONTINOUS SOFFIT VENT WITH INSECT SCREEN WALL ASSEMBLY: 1/2" PVC SOFFIT - CEDAR SHINGLES TO '9ATCH EXISTING - MOISTURE BARRIER 5/4" X 4" PVC FASCIA - 112" PLYWOOD SHETHING - 2"X6" WD STUDS 16" OC 5/4" X 4" PVC TRIM - R-19 FIBERGLASS BATT INSULATION - 5/8" GYPSUM BD. EAVE DETAIL COLLAR SEAM DETAIL CUPOLA EASE DETAIL CUPOLA ROOF DETAIL SCALE 1-1 /2 = 1'-0'' (o SCALE 1-1/2" = 1'-0'' SCALE: 1-1/2" = 1'-0" $ SCALE: 1-1/2'' = 1'-0'' PROJECT: TAYLOR RESIDENCE ROOF ASSEMBLY: ADDITION - 3e 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"XIe" ROOF RAFTERS 16" OC - 8" COMPRESSED R 3e FB INSULATION TAX MAP #: 1000-080.00-04.00-019.001 - 9116" 5EAD50ARD CEILING DRAWING TITLE: ROOF ASSEMBLY: ` - 30 YR FIBERGLASS SHINGLES - MOISTURE BARRIER 3/4" PLYWOOD RIB - 3'-e ICE SHIELD At ALL EAVES AND VALLEYS `. ATTACHED TO 2"XIe 2"X4" OUT RIGGER - 5/5" PLYWOOD SHEATHING RR 16 OC. 2'-e" OC DETAILS - 2"X1 e" ROOF RAFTERS 16" OC `. - 8" COMPRESSED R 30 FB INSULATION - 9/16" 5EAD50ARD CEILING 4 1 G.I.P. CONC. SCALE; STOOP W/ STONE FACING TO MATCH ►' EXISTING 1/2" PVC SOFFIT l� DRAWN BY: ° GROWN W/ LED ° °p PIS ROPE LIGHTING Cy o ° CHECKED BY: WAIL ASSEMBLY: o CEDAR SHINGLES TO MATCH EXISTINXX - MOISTURE BARRIER G FILE NO.: - 1/2 PLYWOOD SHETHING CONTINOUS SOFFIT VENT ' 0 - 1"X6" WD STUDS 16" OC WITH INSECT SCREEN ° R-19 FIBERGLASS BATT INSULATION - 518" GYPSUM BD. 5/4" X 4" PVC FASCIA 514" x 4" PVC TRIM PROJECT NO.: DRAWING NO. 5KT25X25 BRACKET AS XXXX VMY &LAI mom NS 61" , MFR'D BY FYPON OR EQUAL Q C� ,-' DATE: , `—v00 ROOF )/ALLEY DETAIL CURVED ROOF DETAIL CROWN AND 5OFFIT DETAIL DOOR HEAD AND SILL DETAIL XX\XX\XXXX 9 SCALE: 1-112" = 1'-0'' 10 SCALE: 1-1 /2" = 1'-0" 11 SCALE: 1-1/2'' = 1'-0" 12 SCALE: 1-1/2" = 1'-0'' 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 J____ drawing with the notation "altered by" lopr followed by his signature, the date of alteration, and a specific description of the alteration. CEILING DRYWALL TAPED TO X WALL DRYWALL DRYWALL CAULKED, GLUED OR GASKETED TO TOP 0 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 GASKETE D TO TOP PLATE NO. REVISIONS DATE DRYWALL CAULKED, GLUED OR GASKETED TO TOP OWNER: PLATE 1 TYFICAL OPENING THAT SHOULD 5E 5EALED 2 AIR SEALING AT DOU5LE WALL5 NOT TO SCALD SCALE: 1-1/2 = 1"-0 11 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 I" RIGID INSULATION TAX MAP #: 1000-080.00-04.00-019.001 5/5" GYPSUM BOARD VERTICALLY TO CONNECT INSULATING ,'' SPRAY FOAM IXd BLOCKING SHEATHING TO RIGID INSULATION �,-' INSULATION BAFFLE. FOAM SEAL BOTH JOINTS , - DRAWING TITLE: SEALING DETAILS I INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING SCALE: CONTINUOUS BEAD OF SEALANT 1-1/2" RIGID INSULATION EXTERIOR INSULATED WALL DRAWN BY: PIS E A c A ti CHECKED BY: � XX FILE NO,: PROJECT NO.: DRAWING NO. XXXX DATE: A-501 2-STUD CORNER WITH I X4 5ACKER I" EXTERIOR INSULATION 5HEATHING A5 ATTIC SAVE BAFFLE AND VENT XXv X\XXXX 3 SCALE: 1-1 l2"" = 1"-@"" � D SCALE: 1-1 l2" = 1"-0 PROJECT ARCHITECT: BRIAN DAVIS ART & ARCHITECTURE 2162 MAIN STREET GLASTONBURY, 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 INSULATION SPRAY FENESTRATION AREAS (IA5),(IIA5) professional engineer, the altering engineer shall affix his seal to the TO FIT SNUGLY AIR SEALING & INSULATION IA6 , IIA6 drawing with the notation "altered by" DOUBLE (STAPLED NO MORE CUT OUT GATT 9 TOP-PLATE THAN 1/4" FROM EDGE) { ) ( } AROUND WALL i followed by his signature, the date of UNFACED OUTLET 5/8" GYPSUM BOARD LIGHTING IN DWELLING UNITS IC2 , IIC2 I alteration, and a specific description ( ) ( ) of the alteration. INSULATION 2 STUD IX4 BLOCKING "ENERGY LIGHTING CONTROLS (iIC5) ij CORNER" WITH DRYWALL FENESTRATION U FACTOR AND PRODUCT RATING (IA3),(IIA3) CLIPS SUBFLOOR ADHE5IVE /� Af�^�j � /� 1/2" FOAM 2" OF FOAM CAULK [7 ,'V G d1 (.+ JrViD PLC.` SHEATHING SHEATHING p FLOOR JOIST INSULATED EXTERIOR WALL 7� CUT TO FILL SPRAY VOID INSULATION EXTERIOR WALL SHEATHING 7. SUPPLY DUCT5 /N ATTIC 514R L NAVE A MIIV- R-s 1N5U1,ATION• ALL OTjIER DUCT5 SMALL BF A CAULK BOTTOM INSULATED AND AIR SEAL I1'9/N• R-6 I1V51A-A770N FCCCIVY5 gO3•2.7- PLATE OR USE BAND JOIST AREA SILL GASKET BETWEEN FLOORS 2• SLAB N-GRADE FLOOR WI'Tkf R FLOOR SURFACE 1,E55 THAN 72 IN- 6FLOW GRADE 514ALL. BF I1V5ULATF1) iN ACCORDANCF 1tl/"T14 TABLE g02`7`7- 85 PER FCCCAIY5 g02.2•S- 3• R-30 /N5U1,Ar1O1V IN THE CEILING CAN INSULATED HEADERS TYPICAL WALL SPRAY INSULATION 2-STUD CORNER WITH 1 X4 5ACKER REPLACE R-3& oN rABc,E 402.1.7• 1#14EN rI4F 1 ,, IN5ULArIOIV IN FULL 14F1614'r AND UNCO1nPRE55ED NOT TO SCALE NOT TO SCALE 3 SCALE: 1-1 /2" = 1 —0 Ex71END5 OVER 7-HF TOP PLATE Ar 1WE FAVE5 ,95 PER ECCCNy5 g02•2.7- TABLE R402.4.1.1 AIR BARRIER AND INSULATION INSTALLATION COMPONENT AM BARRIER CRITERIA 174SL1LATIfNa 1"TALLATION CWTERIA l A condriums air barrier shall ba installed in the ENERGY ANALYSIS 3 building envelope. 1 SUBMITTED FOR FILING 9-9-24 General requirements The"terlor ttiernial envelope writains a continuous Air-permeable ln.;ulution shall not he used as a MANUFACTURED RECESSED LIGHT ENCLOSURE wnling material. RESIDENTIAL ALTERATION—CLIMATE ZONE 4 I air barrier. ECCCNYS 2020 ATTIC INSULATION Breaks or joints Ian's the air bartrier shall be sealed NO. REVISIONS DATE The air batxirr in any dropped d cc.ilingtsn[ft shrill ttie ITEM DESCRIPTION ATTIC TRUSS pPc PROPOSE ODE PRESCRIPTIVE SUPPORTING aligned with the insulouon and tiny gaffs in the rut The tnxufation in any dry cethngJco[fit shalt DESIGN VALUE ]VACLUE (ECCCNYS 20201) DOCUMENTATION ATTIC INSULATION Ceilingrattic hurrier chaall he skaletl. )' l lie aligned with this air harrier. OWNER: Accrxs orxmings,dmp down stairs or knee wall doors BUILDING ENVELOPE Po unconditioned attic Rpatts shall be scaled CEILING MINIMUM R-49 C.`atvttscc Kith�n c,irnere and hradtrs�[[rarrrc WOOD TRUSS FRAMING The junction of the foundation and silt plate Shall be w31t4 i,lrall he meal-red by completely filling the R— R-49 CAVITY CAVITY (TABLE 402,1.1) SHEATH INTERIOR OF cavil}'with material having n thermal resistance VALUE ATIC ACCESS TO�+1" Wa1L+ 1-fie inn,lion of ills lap p17te tu,rl tlaa ttyp cif txterfur +�f t!- 1'er lht F minimum. MINIMUM R-20 CAVITY Oil;t walls ie Scaled. WOOD FRAME WALL Exterior em�ttnpe insulation stir fratncd j R-3$ CAVITY + INSULATION R-5 CONTINUOUS OF INSULATION LEVEL Knee walls shall be scaled, walla Shrill he installed In%uhsinz,tiul Lont:u:l and i R— R-5 CONTINUOUS INSULATION OR R-13 CAVITY I" RIGID INSULATION continttousalignment with the nirbaviisr, VALUE INSULATION INSULATION R-10 CONTINUOUS 44itulnw's,s!ylighLS east d,trs '11,r space betwo�cn w�indow/dw jamb's and frmnir4G, INSULATION TABLE 402.1.1 and skylight,;anti 1'mming shah tx sr°irlyd. MASS WALL EXPANDING FOAM SEALANT AT PERIMETER Rim joists, P ini joists shaft include the alrbarricr. Rim joi,te shall be insulated. R— R-20 15 f 20 CONTINUOUS BEAD OF SEALANT ACCESS PANEL Floor framing cavity insulaiiain shall hs-inr:anllcd VALUE DRAW ACCESS PANEL SNUG to maintain pernvanew sonnet with the undrtside I FLOOR DRYWALL CEILING r+fsnbfIwrdecking,or floor framing cavity R— R-19 309 WITH PERIMETER SCREW Floors{inrlud'an� above gal-ace and The air barrier%hall be inorilled at nnv expo-d edge insn1 talon x1011 he prrn,lued to be In caantar:t+with VALUE RECESSED LIGHTING FIXTURE TRIM AS REQUIRED eantiteuercdfhxrrsi ofImulatlon. t1letop sideDrshenthing,orcontimtnusInsulation F£N£STRATiON inet;illcd on the underside of!l(vir bimirg and _ U=0.28; FINISH CEILING cxdtnd<from the b attnrn to the top of all FACTOR' SHGC=0.31 0.32 perimeter floor framing members, Iixpased earth In uiavented crawl spaces shall be Where providcd instead of floor instilaticin, R404.1 LIGHTING EQUIPMENT (MANDATORY). NOT LESS THAN 75 PERCENT OF THE Crawl space K'nlls covered with a Class I vapor rrtMrter with instr!ntiain sltttll be pertteanentl}'attached to the LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HiGH—EFFICACY oYtrtnpp;nc faints taped. cnru'1 pries Willis, ' LAMPS OR NOT LESS THAN 75 PERCENT OF THE PERMANENTLY INSTALLED LIGHTING Dom shvl`6,utility penetrations,and floe shafts FIXTURES SHALL CONTAIN ONLY HIGHOEFFICACYY LAMPS. Shaft%,prncirndocs nlvminFt to extrrior or untrmdltinned ripxe ainll Ise seated. I. THE SECOND R—VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE Batts in narrow caeitiCS shall be cud to fit,or INTERIOR OF THE MASS WALL, narniw cavities shall he filled by instiltuinn that warmwcaviiies g. OR iNSULA7ION SUFFICIENT TO FiLL THE FRAMING CAVITY, R-19 MINIMUM, on imtallarinn retidil clanforM4 to die avnilnhle y b. THE FENESTRATION U—FACTOR COLUMN EXCLUDES SKYLIGHTS, THE SHGC COLUMN PROJECT: �j HATCH ' I I I 'I' cavity space. ,{ AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT ATTIC HATCiH FINISH CJ'CiREW5 APPLIES TO ALL GLAZED FENESTRATION. EXCEPTION. SKYLIGHT MAY BE EXCLUDED TAYLO R RESIDENCE �} /� �� S �+ rr �� (image srparadnn Air veahng sliaill be ptnvirlcd to rvvcrn the gasragr,ditil FROM GLAZED FENESTRATION SHGC REQUIREMENTS IN CLIMATE ZONE 1 THROUGH 3 5GALE' 1-1/2" _ 1 —8 SCALE: 1-1/2" = 1 —e candctirtnaai spaces. WHERE THE SHGC FOR SUCH SKYLIGHT DOES NOT EXCEED 0.30. ADDITION Rearased liglttkng Rcctmwd light lixtures ittstnited tit the building Recessed Light fixtures itmailed in the huildin¢ thermal tnvelope shall be scaled to the drywall_ thrrmil envrhyrc shall he nir tight and IC rawJ_ E Ratt insidaion shrill be cur neatly to fit araimsl 200 GROVE DRIVE PLUMBING wiri n!e and pfunihtng in rxttrior vv'ullx,iK S O U T H O L D, NY 11971 PIPE t'lumhing>and wiring insuintion tliat on irwillmirm readily ennforniv to availabte space shall extend behind piping and ELECTRICAL wiring. ! TAX MAP #: 1000-080.00-04.00-019.001 WIRE I'll:air barrier installed at cxttrior walla adjacent ter SbowerAub on everior wall showers and tubs shall 9tparatte them from the lixteris,r walla adjacent to shavers and tubs i1va11 be insulated. ----- Showers Mild tubs, C TOP TOP The air barrier shall be installed behindir1toricialsit ( ELECTRICAL NOTES I DRAWING TITLE: PLATE PLATE f'lcctric>allplione box,on exitrio►walls ecirnrnuitirnticitt hoxrs or nis-%ruled boxes 0.111 be, i inualled. ; --------- I[VAC reggiver bruits that penetrate building therninl 1. CERTIFICATED CONFORMANCE FOR ZONE 4A IIVACtr�i;ter btscits envelope shall be scaled to the subiloor or drywall. I 2. EACH DWELLING UNIT SHALL HAVE AT LEAST --------- ENERGY CODE DETAILS ONE AUTOMATIC THERMOSTAT IN THE LARGER i WALL til'hrn required to he sealed,rrancrnled lire sprinklers f , STUD iltrill only be.5s alod in u manner that is re oninnended HEATING OR COOLING ZONE ECCCNYS 403.1.1. Cont:eril".d sprinklers by the rrinnufarturcr.Cautking tit other adli-dve 3. ALL THERMOSTAT SHALL BE ADJUSTABLE FROM ------ sealants Alit not he used to fill voids between firr I 55 DEC. TO 85 DEG. ECCCNYS 403.1.1. sprinkltr cover platesandwaticorceitingx; I 4. SUPPLY DUCTS IN ATTIC SHALL HAVE MIN. R-8 WALL EXPANDING t In.uJ,Gt:om,itssNelion ne log walls shall br in nccnnlnnce with the pro+islnw5 of ICC,AN), INSULATION. ALL OTHER DUCTS SHALL BE A MiN. 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. PIS 9. ALL COMBINE FIXTURES SHALL BE WIRED TO �v�ED ARcy PROVIDE HALF POWER TO MULTIPLE LAMP FIXTURES. CHECKED BY: XX FILE NO.: 4`I AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION - (0 SCALE 3" = V-0" SCALE: 3„ = 1,_@,, PROJECT NO.: DRAWING NO. XXXX Q DATE: , `-5O-2 XX\XX\XXXX � NAILING REQUIREMENTS ALLOWABLE HOLES — TJI Joists NOTE: THIS DRAWING IS FOR REFERENCE PROJECT ARCHITECT: Vilelotata Stt Two ed(jw)boxno%(1 each Me), SEE MANUFACTURES CURRENT SPECI FICATIO S minimum from end. B R I A N DAVIS !a rim lion or rim board to beartng plebs:Blodd� FOR ALL RELATED INFORMATION Backer block: install tight to top flange (tight ART & ARCHITECTURE puhe' to bottom flange with face mount hangers), bat h No field cut see Table A Ste Table B Ii'hole tray be art TJIe bbddng panels or rlm joist 10d(37 bar nabs at r o.r- „ sides of web with single TJI® 'ousts, holes In see Table B wphem In web out True Joist rim board:Toenedl with 10d(3•)box naps at 6'o.m or 4 -0 length of 8» diameter maximum hale far „ g 2162 MAIN STREET hatdwd saTd�Ie mot hatdledcan DO NOT 18d(3h)box nails at12'o.c. BEAM TO BEAM an reinforcement with ten IOd (3 ) box nails clinched when ossible. m"°e 118 16 deep blocking panels; + p GLASTONBURY, CT 06033 cut or Hotel,flange. ahaartrarh�er:connections equivalent deddng Han adredub. CONNECTION on one side at E2 �" „ Trus Joist " 860-508-6312 ❑ 1 ❑ 6■ RImri Joist or closure to TJI eat both sides a E 6 diameter maximum for Attach reinforcement to blocking panels 92 deep or joist with one 8d(2p) 6' 1/i wldlh or k�ae:Two 1od(3�bar na!!a,one each at top and " rim board L t 2 x bi D t L2 2 x�2 D2 z4e On 'wMths:Two 18d(3y)box naps,one each at top and shorter than 12" long. common nail at each It is a violation of Section 7209 of t h e New York State Education Law for any 6' 6• 6• e' Dd not cut flanges• corner person, unless he is acting under the direction of a licensed professional ( ) SW width:7oe�nan joist flu rtm joist wffh one 10d(31 box nedl each voew Do rat cut hobs larger side of Jolei�p Trus Joist 12" length of architect, to alter any item on this rim board Table A - End Su rt em Ili-in ce�i� DO NOT 2x4 m1nimum sguesh blocks: Two 10d(3)boot nalls,one each drawing in any way. If the drawing is pp0 cut holes In cantilever at top e W bmi,r, - reinforcement on altered under the direction of a Minimum distances from edge of holo to inside face of nearest end support reinforcement Filler block: Nail with ten 10d 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 TJI• • jJl•joists at bear' s: Two sod (3') box or 12d (3Y4') box to joist with 8d(2p) ii drawing with the notation altered by Use ten 16d 3y ) box nails from TO f I ( 2 followed by his signature, the date of r 3' 4' 8Ys' 8Ti6' 11' 13• r 3' 4• 8Ys' 8�/e' 11' 13' M p nails (1 each side), I minimum From end. hang common nails at 6" on- each side with TJI®/Pro"' 550 joists, alteration, and a specific description 110 11-CP 1'-8• r-0' S-0' 1'-0• 114r 74r 414r • Bloda:.pg panels-, rim ,joist or rim board to bearing plate: ff4rlger gy 210 11-CF 114r r-0' SO 1'-0' 74r 214r V4r TJI®blocking paaels or rim joist: 10d (3') box nails at 6' on-center. Face mount 2� � center. When reinforcing of the alteration. 230 110 2'dl' ZV s$ 114r r-0' 8'-0' S-0" Trus Joist Him board: Toenail with 10d (3') box nails at 6' g°�' Face groin s both sides,stagger nails. PLess than rj» 360 1'-er z4r v-(r v-0' 1'-8' r-s' 3!4r S-8' on-center or IM (3V) box nails at 12' on-center. horizontal With top flange hangers, backer block 110 1' 1-4r 1' r S 114r 1'•0' V4r 4'-8' 6'-0' Shear trmsfer: Connections ea�ivalent to decking nail schedule. See current Trus Joist E2 E3 E6 210 1'•m 11-V 1'-{r 74r s-8' 1'-0' 114' r4r V4r 8'-8' • Rim board, ruin joist or closure to TJI®joist: literature for framing connectors �2 required only for downward loads exceeding 11%0 230 1'-0' 1-0' 1'-V 31-M V4r 1'-0• 114' r-0' s-e• r-0' 11'width or less: Two 10d (3') box nails, are each at top 250 lbs or for uplift conditions 360 1'-cr' 1'-0' 1'-r 4'4r r-V 1'-0' 1'4r 2'-8' 8'-0' r-8' and bottom flange. b80 1'-0" T-0' 1'-8• v4r 8'-0' 1'-0' r-0' 3'-8' r4r 8'-0' TJ►®/Prd"350 t 130TS rim oust: Two 16d (3�') box nails, 110 1'-tr 1'-0" 1`-0' 1'-0' r-e' S-0' 1'4' 1'-w 1'-0' TO W-W 8'-0' one each of top and bottom urge. TJi®/Pro'"550 rim foist: Toenail joist to rim joist with one 10d (3') Nail Trus Joist rim Attach reinforcement to 210 1'fi 1'-0" 1'-0' 1'-V 3'-0' 8'-0' 1'-0• 1'-0" 1'-0' 4'-0' 6'-8' 8'-8' box nail each side of joist to flange. ' » 1a• 230 1'-cr 1'4r 1'-0• Vr V4r s� 1'4r r-0• r-0• 4'-0' r4r W-V p °'�' board to blocking with joist with one 8d (221") 6 -0 length of TJI® 8" diameter maximum hole for Option#1: 380 1'-0• 1'-0' 1'-0' r-8' s-0' 8'-0' 1'-a' 1'0" 1'-0• S'-0' 8'-w g'-8' ' 2x4 minimum smash blocks: Two sod (3') box nails, aye each at top equivalent oist reinforcement 8» - » p blocking paw Apply subf wr TJI•Joist blocking with end and bottom fbmge. connections common nail at each j ii 16 des bloeki s, 560 114• 1'-0' 1'-0' r4r e'-o' r-w 1'-v 1'4• 1-8' w4r fr-o• io,-r to decking schedule corner and filler block. Use 6" diameter maximum for adhesive to all blocks installed at%joist 210 114' 1'-0' 1'-0' 114r 114r 3'-0' V4r 1-0' 1'-0' i%r r-r 8'-8' 8'-0' 10'-0' " , ROOF NAILING REQUIREMENTS 4 -0 length with 9f blocking panels 9" deep or contact surfaces span locations using 16' 230 14' 1-0' !-0' 1-cr r-0• 4-0' 8-8' 140" 1-0' 1-0' 3-0' r-0' 9'-0' 11-0' 380 1'-Ir 1'-0' 1'-0' 1'-0' TO CO WO 1-0• 1'-w 1'4• 4'-0• Ir-0' IIY4r 11'-8' Tile 'ousts of end bearings: Two 10d (3') box or Blocking panel between each and 11I" TJI®joists. shorter than 12" long � two 8d(2%") 860 114r 1'-0' 1'-0' 1-0' 3-V W-r ITO 1'-0' 1'-0' 1'-0' S-0' 10'-0' 11'-0" 12'-0' 12d (3YA) tax nails (I each side), 1�' minimum From end, Gist Nail t0 t0 late with • TJI®joists at intermediate j p p Do not cut flanges. 'o� box mails or connections equivalent to �3 » 4' 8' 8' 1Ct' 1r 1fi 1r 4' 8' 8' 10' 1r 1ti' 1r Roofs less than 4' fact: Two IDd 3' � �.7"2 screws, 18• 300 1'-0' 1'-ir 1'-0' Vr Vr 10'-0' 114r 1'-0' Vr 1Cl'-(. 11'-0' 13'43" box or lopes box naiI( each side). See detail R7. deck' Schedule. Tres Joist 660 1'4r Vr 11-0• Wr F4r 11'-0' 1'-0• 114r 8'-8' 11'-0' 1r-0' 14'-8• Roof slopes from 4'to 5'per foot: Four 10d (3") rim board typical 380 1'-0" 1'-0' 1'-0' 1'-0' r-0• T-0' 1Cl'-0' 1'-0' 1'-0' r-s' 8-0' 11'-8. 14'-0. 15-8' box or 12d (A) box nails (2 each side). See detail R74. 12" length Of in : \ sea 1'-0• 1'-tr 1'-0' 1'-0• 1'-0' T-0' 11'-0• 1'-0' 1'-0' 4'-0' g'-8" 1r-0' 14-8. 15-6' Roof slopes greater tfxn 5'per foot: Four tad (3') Attach reinforcement Ion#2: bat or 12d (3Y4') box nails (2 each side) plus a reinforcement On to joist web with 3 2x—strapping installed at twist strap and baker block. See detail R75. one side at E7, rows lOd (3")Common �3 joist span locations Table B - Intermediate or Cantilever Support IBakina aoiels or shear block'ng to bearing plate: bath sides at ES " 1 „ Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support .TJI s 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�_Nst ,rkn board for hex braking: Toenail with sod (3') box nails clinched. Use 2 rows Option#3: oist DEPTH TJI• at 6 on-enter or Ibd (3 ) box nails at 12 on-center. iu direct iled'ceill r 3' 4' 8N�' 8�/e' 11' 13' r 3" 4• 8�• 87i(i' 11' 13' Shear Uwvrer: Connections eTivalent to decking nail schedule. PLess than 5" Z with 99 and 18 �p 110 1'-+6 24r Vr r4r 1-8' rL' 3'4r 8'-0' F�'�` TJI®joists. When specified on the layout, gyp. 210 r oc' ram' 3'4r r4r r-o• 314r 4'-0' r-(' Eg pgi one or more of the three listing 230 rye' 3'-0" 4'-0' SW r-V 31-0' 4'4r r48' E4 ® options shown must be installed 360 3-0' V4r s-r WO Vr 4W &4r V4r Not for use V11it113 Z"TJI joist flange widths 110 1- 1 0' Vr ' 4!4r 81-V 1' 1WZ4r 8'-8• WO CONNECTION OF MULTIPLE PIECES SUBMITTED FOR FILING 9-9-24 210 11-0• 11-V r-0• 41-r W4r 1'-0' r-0' V4r r-r loco° OF TOP-LOADED BEAMS (1) 11V 230 1'4r r-0' " S-0' VO 11-V r-0' 3'-0' 8'-0" 10'-0' Web Stiffeners NO. REVISIONS DATE 360 Vr 3-0' V4r r-o' 11'4r 1 11 r4r 3'4r S4)" Vri 11'-0" 13/4"Width Pieces: required each 8" diameter maximum hole for LSTA24 or USP) 11 " - 20" des block' panels; �Simpson 1-8• 3-0' 4.8' 8-0' 1r-0' 3-0' 4-0' 8-0' 10'-6. 1r-0• ) side at E1W � p � � strap wittwelve IOd x l/2 nails Nail through 2X 110 Vr 1'-0' 1'-0' 74r 4'-0' 8'-a 11-0' 1'.rr 1'-0' r4r r-w 1r cr e Minimum of 3 rows 10d(3„ x 0.128N nails at 12n o.c. 6"diameter maximum for -,wood backer and OWNER: 210 Vr 1'-0. 1'-0' 74r S-0' Vr r-0. 1'-a' r4r v-(' 10'-0' 1r�' TJI•joist web with 2 rows 10d BEARING AT WALL 140 230 1-0• Wr Vr Vr " 10-0• 114r 1'4r 4r " 10'-r 13'.O' • Minimum of 4 rows lOd(3 x 0.128 )nails at 12 o.c. blocking panels 9 deep or wo 1-0' 1-0' r-0' S-e• 814r 1re• 1'-0• r4r 4'-0' WO 1r4r 14'-0• for 14"and deeper beans shorter than 12" long. Blocking (-c common nails at 6" wo 1=0' 1'4r 1'4r se' V4r ITO 1'-0' 3'-0' v4r 1o,-w iT4r 1S-0' Do not cut fl •� on-center,clinched. Use Trus Joist rim board 210 1-0• 114' f4r 1'-0• TO For Ir4r 114r 1'-0' 1'-0' 4.8• " 174' 1F4r • If using 12d (A4")or larger nails,the number Strap nails: lam 16d Min)nails with or blocking for lateral support 16' no 1-0• 1'-or 114r 1'4r V-0' 8'-0' 10'4' 1'-0' 1'-0• 1'4r &4r 10-8' 13'-0' 16-0' of nailing(rows may be reduced by one. 380 1-0• 1'-0' 1'-0' 3'-0' 8'-8' 1C1'-0' 13'-8' 114r 1'-0' "I r-8' IT4r 14'.8' 1r-w Leave 2/8 3 " TJI®joist sea r'tr r-o' r-fr r-e• r o' 1r-0' 1s-0' r-0' r-o• 3'-8' w4r iv4r ig-r ir-cr distlarmiee end fang widths. it 1r 1s 1r 4 8' r 10' 1r 1i5' 1r 3�2".Width Pieces: i " MicrollarrF LVL, typical + 300 1-0' 1'-0" v4r r-w r4r 1s-w 14r for 1W 14W 11W 170 • Minimum of 2 rows/ bolts at Ord oust rim Porallorr ' PSL or 1e• 5W 1'-0' 1'4r r-cr 8'-0. 100 16'•8' 114r 8.0' 1114r 1V4r 18'-0' 20'-0' 24"o.c.staggered TimberStrA LSL Variable slope joist hanger. Verif �• 360 1W Vr 114r 3'-0" 8140. 1114' Ise' 110 1148' r4r 174r 1 211-0• capacity and depth limitations. 0" (1)Load moat be applied evenly across enBre � seo 1- 1'-0' 1'-0' 1-8" s-8' lira' 18'-0' 114r 31-0' 8-8' 1a'•o' ir-e ivv beamwldth 0merAss,use oonnectlons for slde•loadedbeam Straps are not required with slopes of 3" per foot or less Wood Rectangular hobs based on meastrement of longed aide. • Holes may be loc dad vertically anywhere within the web.Leave Ye of web(minimum)at top and bottom of hole. Additional nailing or bolting may be mac ' �ev� o�`�l Parallart PSL or Timber5tr�nd LSL colum • Knockouts are locei~ed In web at approximately I on-center,they do not affect hole placement. I,b required with side-loaded multiple-member c01 Napo • For simple n 5'minimum uniformly loaded joists meeting the requirements of current Trus Joist product gulden,one mwdmum beams. Refer to current product literature. � ( ) r CF1 � size round hole mey be located at the enter of the joist span provided no other holes occur In the joist. . Distances are based on the mmdmum untform loads shown In current Trus Joist product guides. For other load conditions or We 2x—stud configurations contact your True Joist representative. wall at 16" Plate nail - 16d(3 2") box WEB STIFFENER ATTACHMENT on-center at 12" on-center f- » ' ALLOWABLE HOLES - Beams and Headers Y8 minimufn PROJECT: • Floor nail -8d 2Y t „ 2%u maximum Backer block: Install tight to TAY L O R RESIDENCE 2x d�netu'of the lorgesl hole(nurunwm} B ( ) 1/ Blocking panels bottom flange (tight to to ADDITION common at 6" on-center may be required with ( g p dqA Three 8d(2Y )box nails, shear walls above it Filler block: Attach flange with top flange hangers). �1� clinched with ten 10d (3 ) box Attach with ten 10d (3 ) box 200 GROVE DRIVE or ° E:0� O — � Allowed hole zone ° ° !�4" Trus Joist t „ below-see detail BI Cut only round holes and (Three 16d(3/ )box nails at nails, clinched, nails, clinched when possible. SOUTHOLD, NY 11971 ° depth only In the center of beam. rim board 1 „ 3%" TJI1e joist flange widths) Use ten 16d (3%2") ROUND HOLE CHART 1 2 box nails from TAX MAP #: 1000-080.00-04.00-019.001 spool Allowed hokzone 3�spart Web stiffener each side. each side with L5TA18 strapnails: BEAM DEPTH MAXIMUM ROUND „ Toe nail- 10d(3") box TJI®/Pron' 550 joists. Leave 2/" minimum HOLE SIZE 12 at 6" on-center see sizes below. Web stiffeners required end distance typical DRAWING TITLE: . For unlfarmly loaded beams only. 4Ya 1s/• min. Tight fit each side at B3W + YP 2 4 • Rectangular holes are not allowed. BEAM ON 7Y1to 20" 20 Boundary nailingW Web Stiffener Size W Web Stiffener Size Variable slope joist hanger. Verify • No holes Ineantilevers. COLUMN CAP See vu*donWAnowedHob ; t/Z 8d (2�. )common Install proper blacking to i zone „ Y2„ x Zo/6„minimum 2/56„ 7 capacity and depth limitations. CONNECTION DETAILS 1 /„ x Zg/6„ minimum See FLOOR SPAN TABLES and • No holes In headers or beams In plank orlefttlon. at 4" on-center* support all panel edges 3 „ 5 „ 5 „ i „ „ „ . . S3 B3W GENERAL NOTES in current H6 ll 1/4 / x 2/6 minimum 2/2 i x 25/16 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 vy 2Y16" 3/4" x 28/6" minimum 3Y" F2x4 Trus Joist rim board for shear for additional Installation specifications. Load bearing or shear wall above BIRDSNOUTH CUT SCALE: blocking(befiireen 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 Web outer edge of wall or locate on � stiffeners required Load from above Blocking panel eq wall to match joist depth. Strap per code if top if sides of hanger t l not Bearing plate: laterally support at least plate is not continuous 3 „ Flush plate with inside Beveled web Y3 Y3 Y over header /8 of TJI®joist top face of wall or beam 16" stiffeners on DRAWN BY: fktnge ! both sides PIS BRED ARC �. 1 r `%. CHECKED BY: Top flange xx hanger 2x4 min mum Web stiffeners required r ' Maximum allowable V cut TMrim joist Face mount squash blocks each side at BIW � FILE NO.: hanger - Use 2x4 minimum squash blocks See FLOOR SPAN TABLES and ��t\��` sg SHEAR BLOCKING and VENTILATION A2 Must have 1 3/4" minimum joist Hj N3 CS to transfer load around TJr S1 g�W GENERAL NOTES in current �(��'` PROJECT NO.: DRAWING NO, HOLES...Roof Only bearing at ends L2 joist so R5 2x block for soffit support XXXX DATE: A-503 XX\XX\XXXX r W,m RE?7111mE4 a ARE stAw?raAI:.9.EAnan xMW iOC Ar M rA4R Wh / /114"&eAnj✓*0.44t£i'S'04 A'ME►AN&WGE rd:0tAk WATER WEAW CA-ACTS. <J/ ,xrAjj.16, +T`f4.7C SrRI'T114A1 M9CPti i""l'i'.JF DI[7el.R? MW A'!NEAR RLATE.&4U Of LOW as-je,-FW LOAD FAN t i►!v/Ait:MATW6 0 Cn'HtNt'!tl—ter►CC=nE":Yr•�M 711A, i rF ovt &V"eE"ETIr w ro OE Ra-w:?TO r a.^Itu rER KIM CZ'F-F�lW RpWANf a&.ASE F11MM MX_4 AFV to&AM 9tAwtP ARE FW4 V .WrX AtC,Cs AM"TK t AE2MRINTS aWA77CANDGE0GR4 fXr slGvcRrrfR:a rT 1�Ara1d� }fir d -�Stren ryff JoOo'S11e rvmJa'!s .. s, Y .Ml: ra_Awat;ewa*� Aw3 J ffi 6 ct-iY Ft+ r; MAPpgx m.-�,.. ..., w .- M ,..., . h � w ,v9 rtot' 'c RV 7F.V CIFCA rsy'N4?1 IM:MTY' N^F7_..7�tro r4 �rn:+ 1 Aron _ Foundations n Standard . Strong-Warta' ,, NA/LING SCHEDULE �- H , = High-Strength pit ,fir. Wood Shearwall �° HIGH WIND Al UAL PSIS Ga�. Balloon Framing V 1 ! Concrete �� JdNi DESCRIP110N Al'GCE1LA.tE'QXAhY1dKTLa4TA Simpson Strong-TieO Strong-WallO high-strength wood shearwalls combine ;;l if'`' r,1 bm ROOFFRAMING 'vVW design flexibility with performance. Field trimmable, they can be customized iis' +f 9 ,�i; ,;w; l '�'♦ RAFTER TO TOP PLATE(TOE-NAILED) rcxs xA"r Joist hanger µr�F-Aa;roxsa.�:^n��'tea�.'tae: to accommodate varying heights or rake walls. They are evaluated to the IS per p the i'' � MODEL MEMBER SIZE FASTENERS CEILING JA'ST TO iOP PLATE(TOE-NAILED) R�'T'd=�"�"�•� CELING JOIST TO PARALLEL RAFTER(FACE-NAILED cast tt.-�tFtSfL1ESp.. designer j " NO. W RIDGE CARRING EACH CELING JOST LAPS OVER PARTITIONS(FACE-NAILEO) e r 2018 IRC/IBC and are listed by JCC-ES. � �" �'��`, � a�0c�&t�rr�Jssrotr��arFca,�,Fcrn�r MEMBER CLIP COLLAR TIE TO RAFTER(FACE-NAILED) , Installation r.• �' „tier •yMrEptoeESA PROJECT. Q) I �, HRG22 19116 2X OR I6 10D k 1112 1 10D k 1111 RIM BOARD TO RAFTER(END-NAILED) TAY L O R RESIDENCE All panels may be field /21 �eld trimmed to a minimum of 74 . Strop g'Wall High-Strength Wvod ``� •.Q ra,r.A�L SI" WA.rxA�. .� ,. 131a WDE EACxa.c .A� rc ra� �=* M�* r Trim height from top of panel only, do not trim from sides Shearwall Naming Legend ¢ WALL FRAMING WALL TOW4UCotmcffx ADDITION or bottom. Drilling holes in the Strong-Wall high-strength wood WSWH1 M MATERIAL:uRC22 TOP PLATE io TOP PLATE(FACE-NA4ED) ` '° FINISH:GALVANIZED 70P PLATES A71N1ERSEC7IOVS(FACE-NAILED) � 'o_m P'T'�22A to MAE a►aP COW, V IFE eery 200 GROVE DRIVE shearwalls is not allowed except as shown on p. 36. �'� 11EratiEAR rE,:aACt£f2A t^lrtvC4"ECnatm>v.wtrePinara ,•; STUD �� SOUTHOLD, NY 11 b HEADER 70 HEADER(FACE-NAILED) • Anchor bolt nuts should be finger tight plus 'la turn. High-Strength :aPa INSTALLATION: TOP OR BOT70M PLATE TO 67UD(END-NAILED) WALL ASS6M. YrOFIhRU77D.NC3%iECT1(1 TAX MAP#; 1000-080.00-04,00-019.001 ° a USE ALL SPECIFIED FASTENERS. Wood Shearwa►I &+' ' BOTTOM PLATE 70 FLOOR J057,BAND Jos I, mac , new a FM FAet•e-0 t°+�E W'� '�`F EA�'I�°6� • Maximum shim thickness between the shearwall and top Width , ON END OF RIDGE-USE OPTIONAL DIAMOND HOLES ON PRG2?AND HRC42 TO SECURE ,-tWxso&4 .-FAI TPE HRC. BEND FACE FLANGES ON PRC22 BACK FLUSH WITH RIDGE AND COMPLETE END JOIST OR BLOCKING(FACE-NAILED) �. � (in.) First-Story installation with Wood Floor System ��IAR�1lMR{lYlAtl"_M DRAWING TITLE: -4_� plates or header is /8". For additional shim thicknesses, see Height NAILING. MYASLE,M ,�"WMAICXW60LT9016'0e p Specify panel height from top of foundation FLOORFRAMING Mn&e.fr p.ALL LCW�E9 AK!A"-I'Of A7 (ft.) HRG22 ON FACE OF RIDGE-ADJUST TO CORRECT HEIGHT AND INSTALL NAILS. AU W--M 0-SE-X r� detail9NVSWH2 on p. ��, to underside of the top plates or beam. _ DOUBLE BEVEL-CUT NiP MEMBERS TO ACHIEVE FULL BEARING CAPACITY. JOIST TO SILL,iOP PLATE OR GIRDER(TOE-NAILED) Au�MZMr�n"9a CONNECTION DETAILS 2 (D • Walls may also be used in 2x6 wall framing. Install the panel flush THE NRC MAY eE SLOPED TO 45°WITH NO REOU71ON IN LOAD$. BRIDGING TO JOIST(TOE-NAILED) LA"RAtsL%FV raR 7,ME MA rK,%,M WZU AWJCR On S -�—r BLOCKING 70 JOIST(i0E-NAILED) +''^a'Lva " to the outside face of the framing and add furring to the oppositeim face as required to accommodate finish material. See detail iGf WSVVH2 BLOCKING 70 SILL OR TOP( PLATE(TOE-NAILED) E1( BRA AD1J57tW'�?FACTQRS a 1t!�d AlllkV L +LT"t1+3Tfi�P ry LEDGER STRIP TO BEAM(FACE-NAILED) BYh'QL CQkfFfNGLA�L(bdDFL 1 q 5HEER WALL DETAIL @ WOOD FLOOR 5Y5TEM HIP RIDGE GONNEGTOR DETAIL JOIST ON LEDGER TO BEAM(TOE-NAILED) F�c r ,wv Rti's u*� ic. 1�F.atr �•— p �7 rr77 BAND JOST TO JOIST(ENO-NAILED) `�° { v` _S..— on 3.3. ILL OR TOP PLATE(TOE-NAILED) sag tiff A�yy�ss �� p^sfi'v��snLa=� � SCALE; �/ II I II AMFAY[r ra U pS+S 5G T5 SCALE: I = I I — oil axu?s wFs!cwr ra u Fr ?±w5�c �d •0 * Top connection installs with a combination of SDS25600 Heavy-Duty ,=Va= A11, '� ROOFSHEATHING ��'`� �'�'� �IGT��A✓`•^;,"^'-pis '� Connector screws and SWS16150 Strong-Wall screws. sr�.�eru aL� s ALL A �a�,� x� Oe 67RUCTURAL PANELS S*asc+u#:1 R °C""iN A0 4f 6'n:-4 7-VA Si ff"Wo AV.14r ad Codes: ICC-ES ESR-2652, City of LA Building Code Supplement and DAGONAL BOARD 6,OR Il'xe' �L'"'I w=c'`5i R w 3''" � Vtis CIO State of Florida FL5113 Ft ?W9N6C£k"A.At nrnrm rExs 1 kb"OR I X8" 1,10"OR WIDER ti c?�4r K'P iS A•:.'t'',9s µAi* WSWH-TP Top Connection AU0 17srRV mW�p5 0b DRAWN BY: Attaches to header (provided with WSWH} Also applicable for � CEILINGSHEATHING F.�,�.A. » r�eararutan",'.err "'� PIS anti J A�'yti r can be installed w either side portal applications P P n'rtL5•N.ttJtOAv':H.•r.?.�t'?�`A:.'rfe'S ,nra ,�W �F,.` or t0 later ° GYP5UMWALLBOARO I , ,III;• CHECKED 6Y; with a treader. ° XX 00 WALL SHEATHING r f -1•� FILE N4,: L h STRUCTURAL PANELS �I �•`�;..__, FIBERBOARD PANELS 1 f f 71 t { Max 7/8 shim 15/31" � � r r NAILING SG�IEDUL� WSWH-TP � as necessary men,��T un. ne au"1�"n un C� GYPSUM WALLBOARD top connection ,.j for tight fit NOT USED HARDBOARD MODEL MEMBER SIZE FASTENERS UPLIFT PARTICLEBOARD PANELS 1 { ,t : r tit NO. t0 TO AVG. DIAGONAL BOARD SHEATHING t I r� Ir, uLT. I Xb°OR 1'xe' 1 / '�. RAFTERS PLATES ixle"OR WIDER to ;, " r'r WSWH-TP installs / f �, } 1 • I ti HCP2 2X 6-10DX1112 6-100XId7 2011 with a combination FL OOR SHEA THING Precut chase % Align WSWH-TP of SDS25600 and for wiring and '" � � � i� lines with bottom SWS16150 screws STRUCTURAL PANELS g % I"OR LESS openings for r ar of top plates (supplied) MATERIAL:18 GAUGE GREA7ER7HAN1" 9 l * FINISH:HCP?-GALVANIZED OR Z-MAX;HCP4 -GALVANIZED. plumbing and t �. A, i ! DIAGONAL BOARD SHEATHING I Xb"OR I XB" electrical Field trimmable INSTALLATION: iXIO,ORWIDER °<r� and drillable USE ALL SPECIFIED FASTENERS. 'r r ATTACH PCP TO DOUBLE TOP PLATES;BiRDSMOUTH ONT REQUIRED FOR TABLE LOADS. I NAILING REQUIREMENTS ARE BASED ON WALL 64EATWIN ' ♦1 INSTALL RAFTER AND COMPLETE NAILING. RAFTER MAY BE SLOPED TO 45° IF WALL SHEATHING/S NAILED 3"0C.AT THE PANEL ED=I U L",I AIN HICsHO SHEAR CAPA071E5, d NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE OCUBLED,OR ALTERNATE CONNECTORS,SUCH AS SHEAR PLA7E5,SHALL BE USED iO MAINTAIN 7HE LOAD PATH. 1 WHEN WAWLL SHEATHING 1$CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED#OF HIPG O RN E R PLATE DETAIL NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I&D NAIL PER FOOT. 3 CORR06ICN RESISTANT Il GUAGE ROOFING NAILS AND It-GUAGE STAPLES ARE PERMITTED,CHECK Tooling holes ; r t ') Approx. 50ALE: I" = 1' - O'I IBC FOR ADDITIONAL REQUIREMENTS CLIMAT/CAND GEOGRAPHICDES/GNCRITER/A for manufacturing 1, _:;? SDS25600 300 SWS16150 GROUND WIND SEISMIC SUBJECT TO DAMAGE FROM WINTER ICESHE/LD GROUND AIR purposes. SNOW DESIGN FROSTL/NE DESIGN UNDERLAYMEN FLOOD FREEZING WSWH-AB Heavy-Duty Strong-Wall LOAD [S.15D(MPHJ CR/TER/A WEATHERING DEPTH TERMITE DECAY TEMP REQUIRED HAZARDS INDEX No fasteners ' Connector Screws Screws required. r �� 10P$F I I?0 MPN C SEVERE 3-4 M to N S To M llu YES YES 4 `, Heavy hex nut and heavy bearing plate HIGH WIND ANAL PSIS: Form-mounted templates enable �` x i MISCELLANEOUS PRO✓ECTDATA precise anchor rod I LOCATION, Y00 GROVE DRIVE SOUTHOLD bolt placement _.. EXPOSURE B WIND ZONE' 120 MPN before the pCUr 3= MEAN ROOFHEiGHP ?8=? b Optional 1'-diameter by PROVIDE LSTA 30 STRAP ROOF SPAN r *• W-deep counterbore AS MRFID BY"SIMPSON' DESIGNED ACCORDINGW17N WOOD FRAME CONSTRUCT/ONMANUAL ► 00 OR EQUAL-31"O.G. fOR 1&2 STORYDWELLINGS To Connection SECURE al/(8)80 NAILS CHAPTER?pRESCR/PT/t/EDES/GN p 0 TOP$BOT. (4)EACH SIDE ROOFRAFTER/TRUSS TO TOP FLATECONNECT/ON �- d. f Section View (PRESCRIPTIVE DESIGN) Foundation design t (size and reinforcement) UPLIFT °411#PER TA13LE3.4 •� by designer LATERAL a$NEAR PER TABLE 3.4A (PROVIDE(3)#60 COMMON NAILS A PROJECT: EACH R.R.Q C.J. CONNECTION 70 TOP PLATES(i0E-NAILED) TAY L O R RESIDENCE Standard Installation WALL TO WALL CONNECT/ON A D D I T I O N 12 US Patent 10,711,477 (PRESCRIPTIVE DESIGN) UPLIFT =355#PER TAOLE 11A (SEE DETAIL#3 FOR CONNECTION REQUIREMEN75) 200 GROVE DRIVE LATERAL(SHEAR PER TABLE 214 (PROVIDE(3)#160 COMMON NAIL PER STUD TO PLATE CONNECTION SOUTHOLD, NY 11971 WALL ASSEMBL Y TO FOUNDATION CONNECTION (PRESCRIPTIVE DESIGN) TAX MAP #: 1000-080.00-04.00-019.001 SHEERWALL DETAIL FLOOR TO FLOOR STRAP DETAIL UPLIFT PER TA13LE3.46 (PROVIDE 0)#BD COMMON NAILS 0EACN END OF i-Il4"X 1e GAGE STRAP 50ALE: NT5 50ALE: I" = 1' - 0" SEE ELEVATICN6 FOR LOCATION$ DRAWING TITLE: PER TABLE 3.1B (PROVIDE 510'DIA.ANCHOR BOLTS R b'-0"0C. WITHIN 6"-e"OF ALL CORNERS AND b�-e`CC.AT ALL INTERIOR ZONE LOCA71CN5.SEE BELOW,MORE r10DEL DIMENSIONS FASTENERS ALL INTERIOR ZONE LOCATIONS.SEE BELOW,MORE NO. GA W H B ANCPOR NO. OF LATERAL(SHEAR PER TABLE 3.2A PROVIDE 5/8"DIA ANCNOR BOLT$ CONNECTION DETAILS 2 � DIA. SIMPSON SDS ®I� WALL BRAC/NGADJUSTMENTFACTORS 03�-0"ac. MINIMUM UNIFORMLYD/STR/BUTED F05-6D53 14 3 II 9111(6 2116, 1316' 5/8 1/4X3 WOOD ® BYROOF COVERING DEAD LOAD LIVELOADS in ounds ers uarefoot) 2 - 10D X 1 1/2 ROOF/CEILING OF/CEILING USE LIIAELOAD SCREWS O DEADLOAD DEADLOAD O WALL SUPPORTING 15PSFORLESS 25PSF ATTICS W/THLIM/TEDSTORAGE 10 ROOF ONLY L0 1.1 DECKS 40 SCALE: ATT/CSW/THOUTSTORAGE 10 MATERIAL:PHD5-SDS3 NAILS coMO°" ® ROOFPLUSONESTORY 1.0 LI EX7ER/ORBALCON/ES 60 FINISH:GALVANIZED O ® ALLOWABLEDEFLECTIONOF F/REESCAPES 40 o STRUCTURAL MEMBERS GUARDRAILSANDHANDR41LS 1e0 INSTALLATION: GUARDRAILS IN FILL COMPONENTS 50 ALLOWABLE PASSENGER VEH/CLEGARAGES SO USE ALL SPECIFIED FASTENERS. STRUCTURAL MEMBER DEFLECTION ROOMS OTHERTNANSLEEP/NGROOMS 40 RAFTERS HAV/NG SLOPESGREATER 7HAIV 3112WITHNO PLACE TPE PHD OVER THE ANCPOR BOLTT, FINISHED CE/LINGA7TACHEDTORAFTERS L1180 SLEEP/NGROOMS 3e INSTALL SIMPSON'S CODE-RECOGNIZED SDS 1/4X3 WOOD SCREWS, WHICH ARE PROVIDED FOR POLDOIUNS,PER ASTM TEST STANDARDS,ANCHOR 60L7 INTER/ORWALLSANDPART/T/ONS Huse STAIRS 4e WITP THE POLDOWN (LAG SCREWS WILL NOT ACHIEVE THE SAME LOAD.) NUTS 64CVLD 6E FINGER-TIGHT PLU61I3 TO 112 TURN VrP FLOORANOPLASTEREOCE/LiNGS L1360 DRAWN BY: FOR AN IMPROVED CONNECTION, USE A STEEL NYLON LOCKING NUT OR TPREAD AOPE61VE A WRENCN,,WIN C0N51DERAi1CN 6IYFN TO P05515LE PUTUREWOOD SHRINKAGE ALL OTHER STRUCTURED MEMBERS L/24e ON THE ANCHOR BOLT. CARE SHOULD BE TAKEN EXTERIOR WALLS W/THPLASTEROR STUCCO F/N/SH Wme TER/ORWALLS-WIND LOADS W17HBRITTLEF/N/SHES L/140 PIS SEE 5STB ANCPOR BOLTS, PAGE 16, FOR ANCHORAGE OPTIONS. THE DESIGN ENGINEER o ,o o e TO NOT OVER-TORQUE TPE NUT EXTER/ORWALLS-W/NDLOADSW/THFLEX/BLEFINISHES vile MD. aActi, MAY SPECIFY ANY ALTERNATE ANCHORAGE CALCULATED TO RESIST THE TENSION LOAD FOR A SPECIFIC JOB. ANCHORAGE LENGTH SHOULD TAKE TPE B CHECKED BY: BEARING PLATE HEIGHT OF 15/8"INTO ACCOUNT, TO ENSURE ADEQUATE LENGTH OF THREADS TO ENGAGE THE NUT XX , FOR 3X SiLL PLATES USE 65715L TO TIE DOUBLE 2X MEMBERS TOGTHER, DESIGNER MUST DETERMINE THE FASTENERS REQUIRED TO BIND MEMBERS TO ACT AS ONE UNIT WITHOUT SPLITTING THE WOOD. FILE NO.: __ CORNER STUD HOLDDOWN DETA I L NAILING 5GHEDULE SCALE: I" = I' - 0" sr-.ALE: NO 5GALE PROJECT NO.: DRAWING NO. XXXX DATE: A-504 XX\XX\XXXX PROJECT ARCHITECT: • __..._—_.___-.____---_------------_-____--_-_--_--__-____ - - I ��I RAGE CURB J SSTB28 - MINIMUM SSTB ANCHOR REQUIREMENTS 1 B R I A N DAVIS 1 -_- ..-__ _ -A EMBED LINE - WALL-MODEL- (CORN R AND SLAB ON DSTEP-DOWN END) I AT HEADER, FIELD NAIL THRU SHEATHING ART & ARCHITECTURE wooD STRONG- __ __ _ _ FULL LENGTH GARAGE HEADER . - --{ SSTB28 - --- - -.- _ ^STRAP WHEN HEADER IS 3-1/8 GLB (DESIGN BY OTHERS) 3/8 SHIM AT 3 1/8"GLB TH 10d - , -6' _ l _ NUT AND PRE INSTALLED MARKED BY PAINTERS AT LOCATIONS NOTE: 41. \ 4" HDQ8 HOEDOWN AND METAL STRIP DI DOTS COMMON I LOAD PATH DESIGN AND 3/8 PLYWOOD/OSB SHIM UNDER - - -- -_J ' SW22 I T � I MINIMUM SHALL BE: SEE DET.4 I 2162 MAIN STREET MIN. SW18 PLATE WASHER 4 x 12 DFL _ - :a DETAILS ABOVEHEADERTO I 31/8X12GL6 GLASTONBURY, CT 06033 1 _ SW24 J SST6282 TOP OF PANEL -, i `BE PROVIDED BY OTHERS TERNATE HEADERS ALLOWED, f �' - - --- - - _ -_ - - - _ ., AL 860-508-6312 _- ' wl 1�,--",I - SEE ICC REPORT. :�- --_. . 10 ga. STRAP-SEE DET. I 4 -I ��, > --- - --SW48-- - ------ --- -------- --- , i SW32 �; ( _' m I ¢ -1 -� _T _ - I It _.. - _— SWP NOTES: ; . �1i I is a violation of Section 7209 of the ! ALL THREAD ROD ( _ Z ' -:_ -- - ! I - -;- .______ .______._ < _ 1 New York State Education Law for any I -1 -- --- + ' 11 I 1 WHERIEOTHE DEMANDTUPN FTIFORCE SHLESSTB j I i z'IO --__- 1' :, ! '.;. ' 1. I :I ' I - -- n `. SHEATHING 30 HEADER t._s[ — l person, unless he is acting under the U _ COUPLER NUT — - I n C , direction of a licensed professional MIN. _ ICC-ES ESR-2611. WITNESS H -- - - SDS 1/4 x 2 1/2E W/ L _ ! , I t, �, . ` .u________ -_. �. � ' - SEE DET. ' SWIM, I 1, 1, IT SS HOLES - ___ _-__ __ .l'I ,I" �,� FIELD NAIL III STRAP I� I architect, to alter any item on this .I THAN THE ALLOWABLE SSTB LOAD SHOWN IN i { cnJ - - - -- --- - ----- - - -- --- 1, ,i drawing in any way. If the drawing is 1 2 UNDER SEISMIC LOADING MAY USE SSTB28 INSPECTION , i 1 �. HEADER ; - WIT OSO &Od COMMON M SCREWS PROVIDED - - I MIN. 2. SW18X8,SW24X8,SW32X9, SW48X8/9/10 VISIBLE FOR i 1 -- 1 L WITH WALL, altered under the direction of a -_ NAILS OR(10) 16d SINKER -TOP PLATES OF STRONG WALL STRONG WALL POST. I °' I professional engineer, the altering „ 1/2 SHIM IS PROVIDED WITH ) FOUNDATION - HEADER(BY OTHERS) (DESIGN BY OTHERS) FOR ALL OTHER MODELS SHALL BE LIMITED TO { { +` WITH NO LOAD REDUCTIONS. MAXIMUM UPLIFT -_ ,; 5/8"DIAMETER - ,_ I- - NAILS AT TOP AND BOTTOM engineer shall affix his seal to the 10,085 LBS. (WIND AND SDC A&B),AND 8,475 ! �; SHOWN FOR CLARITY. WALL,BUT IS NOT REQUIRED drawing with the notation "altered by" ANCHOR BOLT OF EACH STRAP. - SLAB NOT -. ' _ STUD SHOE NOT I SDS1/4"x6"SCREWS -_ followed by his signature, the date of SHOWN -' - I LBS. SDC C F - , , I '; - PANEL SHEATHING ---- --- - - ( ) alteration and a specific description of the alteration. FOR �- _ 3. FOUNDATION DIMENSIONS ARE FOR ;,I '!I ; NOTE: �I -:i6 p p CLARITY (SIZE AND REINFORCEMENT) BY OTHERS. THE I I' SIDS 1/4 X 6"SCREWS ANCHORAGE ONLY. FOUNDATION DESIGN POSITION HEADER FLUSH --- -I! REGISTERED DESIGN PROFESSIONAL MAY ! SHEATHINGAGAINST RONG WALL ! 1- °il ----_-'• 1 " PERIMETER METAL in _, SPECIFY ALTERNATE EMBEDMENT, FOOTING •1 U-CHANNEL -11' SIZE OR ANCHOR BOLT. J --- --., ! 4"MIN.`= � 4. SEE III ESR-2611 FOR ADDITIONAL SSTB L_-_ _.____ _ -_ ,^- _ __ _..__ I -1 I TYP. INFORMATION. - --_----__--- -_; 1 4„ _ 16 - - - - - MIN. - - - - _ - - - - - -- - - - - -- - - _ - -- - - - - - - - - - - --- - - - - -...-- ------ - - --- - - -- --- -- . - SSTB ANCHORAGE 1 PORTAL WALL SILL 2 TOP OF WALL CONNECTION 3 TOP OF WALL CONNECTION 4 4" PORTAL WALL SECTION 5 ---- _- _____- ----- - --- _ _ .. --- ------- - - ----- ----- - ---- -- = -- - -------- --- -------------- ----------- ------------- -- ------ - - - --- --- ---- ---- -- ---- ---- - -- - --.-- ------� ---- ----DRAG TIE ACROSS BEAM SPLICE BEAM SPLICE _"' (DESIGN BY OTHERS) I - MIN. HEADER SEE ---- - ---- 1 - --FULL LENGTH GARAGE HEADER - � /- I SINGLE PORTAL SYSTEM ;- DETAIL'/- - / --- --_.-- ----- -- -. - - - -- - DOUBLE PORTAL SYSTEM_MINIMUM SIZE SHALL BE: ___�__-__ I - ;, - __-- T,__-- - ---.. S P`OR I SWP 1"MAXIMUM DIAMETER HOLE DESIGN BY OTHERS W IN FRAMING MEMBERS. ONLY ' III 6x12DFL 5 1/8 X 12 GLB �11 `I In, ---- -- ' -- - --- - -- --- -- -- - ONE HOLE PER MEMBER. SHEATHING _ 4 I - - - - ALT TE SEEECCAREPORTDERS ALLOWED. J�% -- 10 ga. STRAP-SEE DET. -- 1 I , - -- --- - - I; ---- -- -- - - - _-- 'I �p - t I i -- - - _ LSTA24 STRAP(MIN.) - - -- _.",.. SWP, `� � - - e I �' w� -- I' - - 1 .:I' AT BEAM TO POST :: ,° LSTA24 STRAP(MIN.) -=. �_ j ---- - ' MIN. HEADER SEE - I� j ;! i AT BEAM TO POST I I a -- SHEATHING TO HEADER -_ = I 5 g I, i'. j w ;�`1 -1- DETAIL SWP - OR; SWP.' i I `i II - -- 8'MIN. 1 4' - i t.i ,I i� - - - -] k, I 8'MIN. 16'4 MAX. II 1 I • ,.. TYP LOCATION OF HOLE I{ ' 6 MAX. ! � I 1` SEE DET. � 3 -- _ I 'I a S'WP" " I ! HEADER SUPPORT PO (3)-LTP4 AT SUPPORT ( �,' 1 (DESIGN BY OTHERS) 7/8 (MAX)DIA. HOLE - - ►' 7 „ ; 1"(MAX)DIA. HOLE THROUGH CENTERLIN TOP PLATES OF STRONG-WALL I. POST TO STRONG-WALL � - 16'4"MAX. ' ONLY ONE HOLE IN 8 OF POST.ONLY 1 HOLE PER I j � I'` I I 1 - POST �'i -�_ r - ! 4• ,` SHEATHING I POST IN CROSS HATCHED AREA I — !, o - . I _ W I � POST) I _-s- -r - (TYPICAL EACH P(T IC LEA j;� LI I 1 III \, ; 1 1 }j - SDS1/4"x6"SCREWS- I I HEADER SUPPORT POST - F � _ `'ll' - (1)-1"(MAX)DIA. 14 N�- �.I• ! STHD10 HOLE THROUGH CENTERLINE' I -- , (DESIGN BY OTHERS) C = I �'I I - - U HOEDOWN MI OF BLOCKING `- '~' - II N. — — i (MIN.) - 1"' ---�1 ,. _t, 1 I /, `"i COLUMN BASE --_ ____ 1::IIr - ? ;sa :a- �' - l �/ I , I 'it , �_ - %-" --- ---i - _ _ _ e°� i i -COLUMN BASE 1 SUBMITTED FOR FILING 9 9-24 ---_--�- i .R A (DESIGN BY OTHERS) - - 1 I- -- - - - - (DESIGN BY OTHER ) - - - I - -- I _ // D S _._- . - - - — O. REVISION 3 — _ -- —..— — _ _ - — — — -- ---- - 5 . _ _ ------ ., -- S DATE 4 — - - - --- - - -- - N -, _ --- I —.', _. — I OWNER: 5.75" PORTAL ALL SECTION ; 6 SINGLE & DOUBLE PORTAL ASSEMBLY 7 SINGLE PORTAL ASSEMBLY 1 8 16" 22" PORTAL WALL OPENING S 9 I 5/8"DIA. - - _. . �6 MUDSILL A.B. SSTB28 OR II NOTE: SWAB?/8 ALL NECESSARY HARDWARE, - PAB7 MIN. SSTB28 OR ;FOR PANEL INSTALLATION, IS - _-- T 1. STRONG-WALL SHEARWALL IS MANUFACTURED AND TRADEMARKED BY PAB7 SLAB OR CURB AND SWAB?/8 -- --� C SW CATALOG OR TEMPLATE REFER TO THE CURRENT ON ' 'PR X� f" "SIMPSON STRONG-TIE COMPANY INC.", E-ATTACHED OR PROVIDE OFFICE: I (� _ _ - -_ I EXCEPT FOR TEMPLATE ANDD - - -- --- ------ HOME5956 W. LAS POSITAS BOULEVARD, PLEASANTON, CA.94588 _ SIMPSAL - SURROUNDING FOUNDATION SELECTION CHART. ANCHOR TEL:(800)999-5099, FAX:(925)875-0826 - --- - - R BOLTS. r I -� - - i STRONG-WALL , i - '- ---- - - -- - -- - , to 1 � �' 1 II NOT SHOWN FOR CLARITY TOP OF "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO 9001 REGISTERED I - -- , CONCRETE -_ . s � 1 1 COMPANY. - - -_ - x I,'- r - ` _ - TO THESE DRAWINGS AND THE STRONG- " f �N _- -- WALL STRICT CONFORMANCE m _ _ 2. INSTALLATION OF PRODUCT SHALL BE DONE IN INSTALLATION GUIDE. II f Q I�I Ia _ - ` --u - HOEDOWN ANCHOR - - MODIFICATIONS TO THIS PRODUCT AND ASSOCIATED 1 i ___ _ { • _ �i i v� -i T �� : I 1 SYSTEMS OR CHANGES IN THE INSTALLATION METHODS SHOWN ON �, tI h' _ I' -� ,I:_ - �.- - !' I THESE DRAWINGS AND THE INSTALLATION GUIDE SHOULD ONLY BE �I _�_�__ -n o I J -'il m ! . I - 1 ;! MADE BY A QUALIFIED ARCHITECT, CIVIL, OR STRUCTURAL ENGINEER. �IIIk -1 ^N 11 FULL LENGTH GARAGE HEADER II THE PERFORMANCE OF SUCH MODIFIED PRODUCTS OR ALTERED a - I MUDSILL ANCHORAGE.`` n4 , - PER DETAILS 5&6 ll 4 __ , INSTALLATION PROCEDURES IS THE SOLE RESPONSIBILITY OF THE 1 1 _ _I - 1J __ i t 1-- --� NOT SHOWN FOR CLARITY _ SWT EXTERIOR TEMPLATE REQUIRED MOISTURE I {,I ,ill I i,III u 11,= `FOR ZX FORM BOARDS) CONTENT IS 19%OR LESS DESIGNER. REFER TO ICC-ES ESR-1267 FOR FURTHER INFORMATION. — 11 — I' AT TIME OF INSTALLATION II 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS,CONDITIONS, - (,i 1 , - Ill1t1' �, -....- - ELEVATIONS, ETC. PRIOR TO INSTALLATION OF ANY COMPONENTS FOR t ;! - ' „ 3 a' TYP. UJ Z , III I O ;; ,, , ;�� , I, , 2 W S - 1z W ~I', THE STRONG-WALL SYSTEM. IF ANY DISCREPANCIES ARE FOUND,THEY -- 1 SHALL BE BROUGHT TO THE ATTENTION OF THE PROJECT ARCHITECT, M 1 1 MI 1 ! - w I I _- _ S=WALL LENGTH MINUS 7 34' 5/8"DIA. — . _GARAGE HEADER ROUGH OPENING HEIGHT z PROJECT ENGINEER OR BUILDING DESIGNER FOR CLARIFICATION PRIOR I 2-- z W I SEE TABLE BELOW FOR DIMENSIONS '� ! i TO CONSTRUCTION. PROJECT: 2 2 _ II - _ �- ------- I _J T MUDSILL A.B.;, _, ,-SSTB28 OR _MODEL H CURB W/O SHIM"- 1 WITH SHIM* W II, - W--- --- � TAY L O R RESIDENCE W W SW16x7x4 6" T-0" T-0 1/2" O' 4. THE CONTRACTOR SHALL VERIFY THE POSITION OF THE STRONG-WALL FOUNDATION PLAN VIEW SWAB 78 R SWAB718 1 - 1 IN RELATION TO THE REST OF THE BUILDING SYSTEM AS SHOWN ON THE ADDITION I I H= 13 2' MAXIMUM WITH PAB7-30 ANCHOR BOLT WHEN de= 10' __-- - - - - - --- - - - - - - - _ e SW22x7x4 j i PROJECT DRAWINGS. 1 SW16x7x6 = I _ SW22x7x6 7 7-1 7'-1 1/2" O'' _ - . . . 5. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL 200 GROVE DRIVE H= 19.z MAXIMUM WITH PAB7 ANCHOR BOLT WHEN de- 10 MI - r -- I ' ' (,. 0 - -- ---- - ----------- _ - r m - =_I BUILDING OFFICIAL. FOUNDATION DIMENSIONS FOR STRONG-WALL ANCHORAGE I I w de _—-__ <.! m 0 - swlsxsx4 6„ 8_0 w' _ - SOUTHOLD, NY 11971 SLAB ON GRADE FOUNDATION CURB OR STEMWALL FOUNDATION ASD 8 01/2 01 ( 1 l UPLIFT(Ibs) (in) (in) ;:,I =_` (,.- ! I- t_ SW16x8x6 6. BUILDING STRUCTURE SHALL BE DESIGNED IN ACCORDANCE WITH THE CONDITION ALLOWABLE - 1 --- ----I l--' - `�`� I ,o SW22X8X4 - - - - `�1 I THE BUILDI u' TAX MAP #: 1000-080.00-04.00-019.001 -" ---- - I 11,900 27 s , c•,� �' '�V SW22x 7" 8'-1" 8'-1 1/2" W I LOCAL,STATE OR FEDERAL REQU R MENTS THAT MAY A PLY.OVERI Y DESIGN I CRACKED ----- - ;----- -- - __ _ �I TOP OF-- - - * 1/2"SHIM PROVIDE IT �- _ __ _ O i I I REQUIREMENTS WITH THE LOCAL BUILDING DEPARTMENT. 7 L SEISMIC - - 13,100 - 29 -- 10 - CONCRETE I,'' D WITH WALL I 7. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM DRAWING TITLE: ---- - I. - 7/s DIAMETER �3,�00 - I 2s--- s SWTI INTERIOR TEMPLATE - 1 - , -_ _ ___ _ __.' _ ______ __-___ ._.-I FOR ZX4 ABOVE CONCRETE i' SEE 9 SWP OR FOORCES FROM THE STRUCTURE OF THE BUILDING'S LATERAL FORCE RESISTING L ANCHOR ROD UNCRACKED \ SYSTEM, INCLUDING A COMPLETE LOAD PATH NECESSARY TO TRANSFER LATERAL ' ! s,2oo 1s s ! ) RUCTURE TO THE GROUND, IS THE RESPONSIBILITY OF THE I _-= SHEET SWO FOR : j ' DESIGNER. ' I -- - .� - ,- II ALLOWABLE j i �' - L- - 1- j CONNECTION DETAILS 3 I I 1 MODEL# Lin Lein) i I I V -_- 8. SIMPSON STRONG-TIE COMPANY INC.RESERVES THE RIGHT TO CHANGE ( ) i CRACKED --- 5/8 DIA. ' I PAB7-18 18 11 f 1 �m I I , I • ! SPECIFICATIONS, DESIGNS AND MODELS WITHOUT NOTICE OR LIABILITY FOR 10,000 22 s OPENINGS 12soo 2s 9 MUDSILL A.B. ! x I SUCH CHANGES. r- -- -- z 1 ! ,. - SSTB2 OR '_ I PAB7-24 -- ---- -- ' ----- ---{ SWAB7/8 j 12 I --- ---- - 27- s SWAB SSTB278 R _.- -__ - - b - - °9.1 ' - � U _ -_-_ CONCRETE DESIGN -� 9 ALL HARDWARE CALLED OUT IS SIMPSON STRONG TIE" BY OTHERS .' 24 17 WIND 1--- - - - - _. 6400 I PAB7-30 30 23?z --- - -- =-- SCALE: 14 6 I 9,300 — 18 6 +`� el — — — -- _ J is I _ _ 1 i PAB7-36 36 2912 UNCRACKED 12,500 I ® _ e N 1 I 22 8 I, d I --- - -----1 ---- _ , - - -- _ I .� -I— 1- 6 --- NUT I - - - - 13,100 - 23 8- - Y -- -�t - - - ----- - - --- - -- - 1 _ -_ _ - - -- - - - -- ---- -- - - NOTES: II �, --I-----GARAGE PORTAL WA IL TABLE- I___ - ----rASS___L__ i 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-14 AND ACI 318-11 APPENDIX D AND NUMBER OF NUMBER OF HOLDOWN -- -. I � MODEL W 11 WALL i . ASSUME MINIMUM fc=2,500 PSI CONCRETE,ASTM A307 OR ASTM F1554,GRADE 36 H(IN) T(IN) FASTENERS IN MUDSILL ANCHOR : . [. - ------ PLATE WASHER _-_-- -- _ SWTPF TEMPLATE SET UP (IN) ! WEIGHT BOTTOM OF WALL ANCHORS BOLTS DRAWN BY: ANCHOR RODS AND NO SUPPLEMENTARY REINFORCEMENT. HIGH STRENGTH TOP OF _ ANCHORAGE DESIGN BY OTHERS WHEN REQUIRED. 1 �' (FOR PLYWOOD PANEL FORMS) __ ______ ________ ___ _______ __ __ l _ (Ibs)_ 2. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 t ., i SW16x7x4 16 78 4 8-SDS 1, 2-5/8"O ' 2-7/8 O I 90 PIS — ! SEISMIC ANCHORAGE DESIGNS CONFORM TO ACID 8-14 SECTION 117.2 31.403 AND � SW16x8x4 16 I 90 4 8-SDS 1/4x6 1 2-5/8"O 2-7/8"O I ��R AACy CONCRETE a SW16x7x6 16 _78 5 3/4 8-SDS 1/4x6_ 2-5/8"O 2-7_/8"O 112 i NUT _ ----95_--- i CHECKED BY: ,V -,NAM V ACI 318 11 SECTION D.3.3.4. - :•,.;"" ::•,::•:: :•::::•. ..�, ? PAB7 ANCHOR BOLT 3. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B. SW22x7x4 I�22 �78-�~+ -4- "10-SDS 1/4x6-�I- -2-5/8"0-- Y. -- -~_.w ��~-~, I XX * ;' ... 4. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN SEE SHEET SW2 FOR STACKED I 2-7/8°0 ---95 ( ) THEREGISTEREDDESIGN - - - -- SW22x7x6 r-22 - -78 ____ -5 3/4 ---10-SDS 1/4x6 2-5/8"O- 1 2-7/8"O 1 117 MAY SPEC FY ALTERNATE EMBEDMENT FOOTING SIZE OR ANCHOR BOLTPROFESSIONAL STRONG-WALL ANCHOR BOLT - i -- - 1 _ SW22x8x4 1 22 90 4 - SDS 1/4x6 2 5/8 O ' 2-7/8"O 105 FILE NO.: F NOTES:. SE 11-SWP FOR DIMENSIONS AND ADDITIONAL NOTES. REIQUIREMENTS. - - - --- - - -- ---- - - - � - _- I 5. FOR ANCHORAGE SOLUTIONS USING SSTB,SEE III ES ESR 2611. �_-__- _--- - -__ ._ I SW22x8x6 22 90 5 3/4 10-SDS 1/4x6 - 2-5/8"O _1 2-7/8"O 1- 130 - -- -- - -- - --- . .. -- - - - - -- -- - - - --------- - - ----�-- -- - _ -- - ----- __ - -- -- -- -- -._ - ---- ---I- _ --- - __ - -- - - -.---- - -- - ------- --- __ - - -- ---- - , - - -- --- --- --- _ -- --- -- -- --- ----- -- - - - ------ -- - - --- - -- -- - - - - - - - ANCHORAGE - TYPICAL SECTIONS 110 ; ANCHORAGE SCHEDULE 11 STRONG-WALLR TEMPLATES 112 PORTAL WALL SPECIFICATIONS 1 13 I�9®TES I PROJECT NO.: DRAWING N0. 14 xxxx DATE: A-504 xx\XxUCxxx FENERA+L CONDITIONS .4 COMPACT EACH 501L LAYER TO AT LEAST THE SPECIFIED MINIMUM DECREE. REPEAT PR06ESS UNTIL PLAN GRADE 6 ATTAINED, 0AMPI'ROEOFIW5 PROJECT ARCHITECT: 3 DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE KOO'(, FROZEN OR CONTAININ6 FR05T OR IGE, B R I A N DAVIS 1, PRAKI456 .6 PLACE BAGKF'ILL AND FILL MATNIALS EVENLY ADJACENT TO ST9XT1URE5 TO REWIRED ELEVATIONS. TAKE CARE TO PREVENT 1. FURN1544 AND INSTALL M.A67I0 OAMPPROOFINS ON EXTERIOR SIDE OF +CONCRETE FOUNDATION MALLS. MASTIC SHALL BE TYPE 1, CLA56 ART & ARCHITECTURE .1 IT 15 THE INTEN11ONa OF THESE ORAWIN66 AND NOTES TO PROVIDE FOR TI4E C,6MPLETE CONSTRUCTION OF TIE RESIDENCE, INCLUDIN6 HED6IN6 ACTION OF BACKFILL A&AIN5T THE STRZLiGTURE BY GARRRYING THE MATERIAL UNIFORMLY AROUND THE 5TRRUC.TME TO B, TROWEL GRADE PRIM1W5 A5PIiALT MASTIC. A5 MANVrAGTURED BY 'KARRNACK GHEMIGAL CQRPORAnON' OR EGIUIVALENT, EVERY ITEM SHOW,REA50NAOLY IMPLIED, OR REWIRED TO COMPLETE ALL W)RK, 5HOULP ANYTHING BE OMITTED FROM THE APPROXIMATELY THE SAME ELEVATION IN EACH LIFT. 2. WHERE EXCESSIVE eROUNIr HATER 15 ENCOUNTERED,CONTACT ARGHITEGT FOR PROPER INSTALLATION OF A HATERPROOFIN6 DRRAWINi65,NECESSARY TO THE PROPER CONSTRUCTION OF THE WORK HEREIN DE-SCRIBED, IT SHALL BE THE RZESPCOf6tBILITY OF THE .1 WERE THE CONSTRUCTION INCLUDES BASEMENT OR OTHER UVERCKOUIND WALLS HAVING STRUCTURAL FLOO95 COVER THEM, DO NOT MEMBRANE, DO NOT BAGKFILL IF PERCHED OR EXGE55IVE WATER CONDITION 15 505PECTED OR EW-,OUdTE1RED, 2162 MAIN STREET GONMALTOR TO NOTIFY THE ARCHITECT. SAGKFILL SUCH WALLS UNTIL THE 5TR.UGTURAL FLOORS ARE IN PLACE AND HAVE ATTAINED 5UFFIGIENT 5TRENGTH TO SUPPORT THE .2 DO NOT SCALE ORAW'N&5 WRITTEN DI MEH51 a6 SUPEIRSEDE SCALED VIIMEW511ON5, WALLS. G L A S T O N B U R Y, CT 06033 2. PEWITS, FEES,APPROVALS 12. DEGREE OF COMPACTION RE UNZEMENTS: INSULATION 8 6 0-5 0 8-6 312 ,1 WNTR2AGTOR SHALL. OBTAIN A 8I,111LOING PERMIT FROM THE LOCAL TOWN OR VILLAGE PRIOR TO 5TARRTINC5 ,ANY WORK, .1 S'1'ikk'TURAL FILL: DENI51FY ALL STRUCTURAL FILL, INCLUDING REGOMPAGTED EXI5TINI0 FILL AND BAC.KFILL, TO A MINIKM LDEORE1_ .2 ALL P40RK SHALL CONFORM TO TILE IREGUIREMENT5 OF THE NEVI YORK STATE UNIFORM FIRE PREVENTION AND WLDIN6 CODE AND OF OOMPAC.TION OF OF THE MODIFIED PROCTOR. DENSITY. 1. ALL INSULATION SHALL BE FURNISHED AND INSTALLED IN AGGORDA.NCE WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION SHALL AL50 CONFORM TO THE°REQUIREMIENT'5 OF ANY OTHER AUTHORITIE5 HAVI NGG JURISDICTION. .2 COMPACT THE LVPER 6' OF FILL IN PAVEMENT AREAS TO A MINIMUM DEC-R.EE OF COMPACTION OF MI5% OF THE MODIFIED PROCTOR CONSTRUCTION CODE OF NY STATE,2002. It is a violation of Section 7209 of t h e ,3 COtt RACTOR SHALL OBTAIN AND ARRAN61- FOR ALL REGIUIRRED APPROVALS,GERTIFIGATE5, PERMITS, IN5PECTION5, APPROVAL5, DENSITY. U5E PROPER 50 BASE MATERIALS ONLY. 2. UNLESS OTHERWISE NOTED ON THE DRAWIN05, INSULATION MATERIAL5 SMALL BE A5 FOLLOH5: New York State Education Law for any TESTS, ETC FOR. ALL .WORK PERFORMED FROM AC ENGIE5 AND UTILITIES HAVIN S JURISDICTION THEREOF. .3 UNDER ESA LD1 NC SLAM, USE ORANULAR FILL, IF 50 GALLED FOR ON THE DRAH NOS. ALL EXISTING-5 LOAM 15 TO BE REMOVED AND person, unless he is acting under t h e 3. EXISTIN+6 CONDITIONS RBPLACEV HITH SELECTED CONTROLLED GOMIPACTED BACKFILL A$APPROVED BY A 501L ENGINEER. CRAM SPACE R = 30 q' FIBERGLA55 13ATT direction of a licensed professional ,I 6ENERAL CONTRACTOR SHALL CHECK AND VIM FY ALL EXI5TIN6 C.OtI9111CON5 AT THE 51TE PP OR TO THE '5TAR2TINC7 OF WORK AND 13. BAGKFILLIN6 FOUNDATIC7,15 architect, to alter any item on this SHALL FAMILIARIZE 14=M5ELF WITH THE INTENT OIF THE PLANS AND SPECIFICATIONS AND SHALL 'MAKE ALL NORK A6REE WITH SAME, .1 PRIOR TO THE COMMENCEMENT OF BA4%F1LLIN5, EXCAVATIONS A5 PROMPTLY,IN51RE THAT THE FOLLOWING ARE COMPLETED, drawing in any way. If the drawing is THE CONTRACTOR SHIALL NOTIFY THE AR(HtTECT AND THE GMER OF ANY AMSIC-41TIE.5 OR DISCREPANCIES BEFORE PROGEEDIN16 .1 ACCEPTANCE OF CONSTRUCTION BELOW FIN15H ORA DE INGLUDINYS,WERE APPLICABLE,DAMPPROOFIN6 AND K ATERPROOFIN6 INTERIOR 2" x 4" WALLS R = 13 3 I12" F IBER0LASS BATT altered under the direction of a WIDTH THE WORK, IF ANY OUESTIONS ARISE BEFORE OR DURI N67 CON5TRUGTION AS TO THE INTENT OR DETAILS OF THE PORAWIN95, ,2 INSPE(TION, TE5 VN6, APPROVAL,AND RECORDING OF UNDERGPOM UTILITY LOCATIONS; professional engineer, the altering THE WNTRAGTOR 5NALL CALL THE ARCHITECT FOR GLARI'FIGATION ANDJOR *67RUCTION5. IF THE COgTI2AGTOR FAIL5 TO FOLLON .3 CONCRETE FORMWORK HAS BEEN REMOVED: ROOF INSULATION JZ = 30 q" FIBM61-ASS GATT engineer shall affix his seal to t h e TIME ABOVE PRCXEDURE, FIE SMALL A55UME ALL RESPONSIBILITY FOR THE GONSEOUENGEa OF HIS ACTIO W-) ANtD/OR DECISIONS. .4 SHIORIN6 HAS 13EEN REMOVED, 3. INSULATION MATIERIAL5 SHALL CONFORM TO THE FOL LOWIN& drawing with the notation "altered b y" followed by his signature, the date of ,2 UNLESS OTHERHISE NOTED, THE E XISTI V- CONDITIONS SHOWN ON THE DRAWL NSS HERE OBTAINED FROM FIELD DIMEWON5. 5 TRASH AND DEBRIS HAS BEEN REMOVED, UNFACED F I BM6L.ASS BATT5 ASTM C.bb5, TYPE I; alteration, and a specific description 4. SUPERVISION .6 PLACEMENT OF HORIZONTAL BRACING NG ON HORIZONTALLY SUPPORTED KALL15 15 COMPLETE AND SAFE; KRAFT FACED 13AM A5TM CW5, TYPE 111,CLA55 A, of the alteration. .1 THE CXNTRRACTOR SHALL PROVIDE ADEMATE NUME3ER5 OF SKILLED WORKHEN lAW ARE THOROUGHLY TRAINED,SKILLED AID T FOOTING OR OT14ER DRAINA6E FACILITIES ARE IN PLA(E. FOIL FACED BATTS ASTM 6665, TYPE III, CLASS B. CAPABLE IN THE NECESSARY CRAFTS,AND K40 ARE COMPLETELY FAMILIAR WITH THE SPEGIFIEP PTDOU11REMENT5 AND THE METHODS ,2 ALL BACKFILL MATERIAL SHALL BE GLEAN FILL BAGKFILL TO DE FREE OF PMD,TRASH,DEBRIS AND ALL OR6AN!C, MATERIALS. 4. ALL INSULATION SHALL 13E LABELED AS TO TYP1E,MANUFAGTURM AND R VALUES. NEEDED FOR THE PROPER PE°'RFORMANGE OF THE WORK. 14. 6RADIN55 5. INSULATION .2 THE CONTRACTOR 'SHALL FORN15H AND USE EQUIPMENT ADEQUATE IN SIZE,CAPACITY AND OUANTITY NECESSARY TO ACCOMPLISH 1 PERFORM ALL PZL16H AND FIN15H C ADIN6 IREQUtRED TO ATTAIN THE ELEVATIONS SHOWN ON THE DRAWIN05. .1 INSTALL ALL EXTERIOR MALL INIAXI ATION IN AGGORRJDANGE HTH THE MAtWACT11REfRS PRINTED 1N5TRUC.TION5. THE wopX tNcLI.IDEo HEREIN, IN A TIMELY MANNER_ .2 K44EPE 644AN rjF- F,I OPF AiRF INDICATED GN THE DRANW-A, CX�TRZ11C.T R!)LIFD TRANSITIONS HAVING A MINIMUM VADIU5 OF .2 tNS"TION IN EXTERIOR MALLS SHALL BE 'PLACED WITHOUT 6APS OR VOIDS BETWEEN INSULATION. WHERE PIPES AND LLECTRIGAI_ 3 IN PROURIN6 ALL ITEMS TO BE R RN15HED AS PART OF THIS HORK, IT IS THE GENERAL CONT3ZA+GT0RRS RZE5PON5I5ILITY TO VERIFY APPROXIMATELY 15"-O",VNL.E55 ADJACENT CONSTRUCTION WILL NOT PERMIT SUCH A5 TRANSITION,OR IF SUCH A TRANSITION DEFEATS DEVICES OC-CUR IN EXTERIOR KALLS, PLACE INSULATION BEHIND SAME, HTHROtUT INTER'RI)PTION. THE DETAILED REQUNZEMENT5 OF THE SPECIFICALLY NAMED 600E5, 5TANDARV5 AND RZEFEIZENCE5 AND TO VERIFY THAT THE ITEMS POSITIVE CONTROL OF DRARNAC-E. .3 INSTALL BATTS WITH FACTORY APPLIED MEMBRANE FACING THE WARM SIDE OF THE WILDINcS SPACE. PROCURED FOR U5E IN TH15 P40RK MEET OR EXCEED THE SPEGIFII D1REGUIREMENT5. .3 6RADE AREAS ADJACENT TO EULD[W-7S TO ACHIEVE DRAINAFE AWAY FROM 5TirdrTURE5 AND TO PREVENT F`C�VIN5. A INSTALL TIGHTLY ABOUND ALL EXTERIOR OPENIN55 PERIMETER5,FILL IN COMPLETELY THE SPACE BETWEEN WALL FRAMING AND A CONTRACTOR SHALL coOP,DIN!ATE ALL WORK, INIGL.UDIN&Ct)ORDINATION WITH ANY OTHER SU302,17RACTOR5 HIRED BY THE OWNER THE FRAME OF WINDOWS, DOORS,SLEEVES, ETC. 50 AS TO ASSURE THE PROPER AND TIMELY PERFORMANCE OF WORK FOR THE OVERALL SCHEDULINS OF THE PROJECT. 5 AFTER BATT INSULATION 15 COMPLETELY INSTALLED AROUND EXTERIOR OPENINGS, PROVIDE IW5)LATION SEALANT OVER BATTS. .5 DES16N LOAD -n ROOM OR SPACE LIVE LOAD CONCRETE 6. SOUND INSULATION ROOF 454 PER 50. FT. .1 APPLY SOUND INSULATION AND SOUND ATTENUATION BLANKETS WITHIN PART1TION5 CONTINUOUSLY 1^IITN TIGHT JOINT5. INSULATION FIRST FLOOR 45# PER 50. FT. I. ALL CONCRETE WORK SHALL CONFORM TO THE REQU REMENT5 AVID fiRECOMMFJ'NVATION5 OF A6I-30.4-84 SPECIFICATIONS, FOR MUST EXTEND FROM FLOOR TO CEILING AND FOR THE ENTIRE LENGTH OF THE PARTITION WITHOUT ANY V0105. SECOND FLOOR 400 PER 50. FT. 5TRUGTUJRAL CON(P.ETE FOP EULPIN954 (Fc = 5000 PSI). .2 WERE ELEGTRRIG BOXES OR 51MILAR ITEMS PENETRATE THEM PARTITIONS, WRAP THE INSULATION AROUND 9" BOXE5 AND THE 2, PROVIDE 5 MIL THIGK POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE SLABS ON 6qADE. LIKE 50 AS NOT TO INTERRUPT THE CONTINUITY OF THE INSULATION. 3. PRIOR TO BACKFILLIN6,TROWEL ON MASTIC DAMPPRO0FIN6 AT THE EXTERIOR OF THE NEW CONCRETE WORK. .3 SECURELY FASTEN THE INSULATION TO THE PARTITION OON15TRUGTION. DEMOLITION 4. ALL FOOTING AND FOUNDATIONS SHALL REST ON UND15TLREW 501L WITH A MINI" 501L BEARING CAPACITY OF 2 TO% PER SGIUARE FOOT(2,000 P5F). FOOTINGS SHALL HAVE MINIMUM OF 3'-0' OF COVER, A5 MEASURED FROM THE BOTTOM OF THE FOOTING TO THE 1. CONTRACTOR SHALL V154T THE 517E TO DETERMINE TH'E CON01ITIONS OF THE EXI5TIN6 STRUCTURES TO 8E MOVED, FIN15HED 6RRADE DIRECTLY ABOVE FOOTING,OR AS OTHE--RRW15E RREQUtRED BY LOCAL AUTHORITIE5 HAVING JLR.I50IC-TION THEREOF. iROC]FIN6_AND FLASHING 2. CCNDZT DEMOLITION OPERATION5 AND THE REMOVAL OF DEMIS WITH MINIMUM INTERFERENIC.E WITH EXISTING RESIDENTS,iDAD5, 5. PRIOR TO THE PLACEMENT Of ANY FOUNDATION CONCRETE, THE CONTRACTOR SHALL HAVE THE LEVEL OF AGGEPTA13LE BEA#RIN5 STRATA 5TRREET5, KALKS, AND ADJACENT OGCRk'IED FACILITIES. ENSURE THE SAFETY OF ALL PERSONS AND IBl11LDIW56 AROUND THE AREA OF VERIFIED IN THE FIELD BY AN INDEPEWENT'SOIL TE5TIN6 AFEWY. 1. PROVIDE NEW 235' ASPHALT SHINGLES AT MEW EXTEN51ON TO MATCH EXI5TIN5 HOL15E ROOF SHINr�LE5. ROOF COVERING FIRE EXP05WE DEMOLITION. C NrAr-,T OPERATIONS TO PREVENT INJJRY TO ADJACENT BLIILDIN%, 5TRUCTURI:5,FACILITIE5, PERSONS AND PROPERTY. 6. ALL CONCRETE WORK SHALL BE POURED IN PLACE. ALL FO OTIN65 AND FOUNDATION WALLS SHALL BE FORMED USINS HOOD FORMAORK. CLASSIFICATION FOR 235# ASPHALT SINGLES,UL CLASS 'A" ASTM 3462 3, PROMPTLY JZEPAIP: ANY DAMA6ES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT NO ADDITIONAL G495T TO OWNER. Z. C,ONGRET'E FOOTINGS 51HALL NOT BE PLACED IN OR UNDER WATER. 2. 5HIN5LE5 5HALL BE INSTALLED OVER ONE LAYER OF 15%VOOFIN6 FELT AND 112" PLYWOOD ROOF SHEATHING 4-PLY FIR,CDX. 4. U5E ALL MEAW7 NECESSARY TO CONTROL DUST ON AND NEAR. THE 14ORK AND ON AND NEAR ALL LOADING AREAS 15 SUCH 0V5T 15 a. C461CRRETE COMPRESSIVE STRENGTH FOR ALL FOOTING6, FOUNDATION WALLS, PIERS, AND OTHER 57R3JGTUF2AL ELEMENTS SHALL 13E 3. ALL. FLASHING'.-SfRSOURM FOR THIS WORK SHALL BE ALUMINUM. CALiSE.D BY TR5 GONTRRAGTOR'5 OPERATION5 DURING PER.FO7RMANCE OF THE POW,OR IF RRESULTINC FROM THE: CONDITION IN W 16H THE 3000 P51 (Fr, -- 34M PSI). CONGRZETE COMIPRE'551VE 57R NOTH FOR ALL INTERIOR SLABS ON 6RAVE SHALL BE 3,000 P51, EXCEPT 4. PROVIDE FLA54IN6 AT ALL V-OOF PENETRATIONS, A+ENT5, ETC, INGLUDINS STEP FLA51-1I149 FOR CHIMNEY WERE iZEGIUREP. CONTRACTOR LEAVE5 THE SITE. FOR SLABS IN CV-0I1L SPACES WHICH SHALL BE 3500 P51. 5. iZEMOIVE EXISTING 6UTTER5 AND LEADERS AND INSTALL NEW LEAFGUARI-D CUTTER SYSTEMS UNITS, .032 OA, SEAMLESS ALUMINUM, 5. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAININiG LOCATIONS OF ALL UNDERGROUND UTILITIES, INGLUI>IN15 DRYWELL5, LA3^ICV q. GONCR7ETE SLAI35 ON OR.ADE SHALL 13E 4" THICK CONGREETE, TRZOWELEP AND FLOAT FINISHED,EXCEPT IN 6ARA6E5, WHIERE 51-AB 514ALL COLOR BY OWNER. PROVIDE 5EAKE55 ALUMINUM LEADERS AND EL5OW5,COLOR TO MATCH 60TTER5 AND PROVIDE 5PLASH BLOCKS SPRINKLER 5Y5TEM5, ETC, PRIOR To COMMENCI% ANY DEMOLITION. BE A MINIMUM OF 5" THICK. PROVIDE bxbxtO110 WOMEN HIRE MESH IN ALL 5LA% ON GRADE. AS-REQUNZED. 6. THOR.OU&I-I.Y MOISTEN ALL SURFACE5 A5 REQUIRED TO PREVENT DUST FROM EEINC7 A NUISANCE TO TIME. PUBLIC,NEI&eORS, AND 10. FURNISH AW PLACE ALL ANCMR 13005,SLEEVES, INSERTS AS REWIRED. I1204P AN041OR BOLTS SHALL BE PLACED AT A MAXIMUM OF 3'-0" CONIGI ENT PERFORMANCE OF OTHER P40RK ON THE SITE. USE WATER 5PRINKLIN6 AND TEMPORARY ENCL05URE5 TO LIMIT THE AMOUNT CENTERS, AND PLACED A MAXIMUM OF 1'-0" FROM CORNERS. OF DIRT AMID DUST AR15IN6 AND 50ATTERIN9 IN THE Alf: TO THE LO1,CST PRACTICAL LEVEL. LIMIT THE AMOUNT OF WATER USED TO 11. FURNISH AND PLACE ALL STEEL REINFORCEMENT A5 INDICATED ON THE DRAKIIN6a, REINFORCING STEEL 51RALL CONFORM TO ASTM A-615 GAULKIN5 PREVENT HIAZARDOU5 CONDITIONS, SUCH AS FLOODIN19. 6RADE 60, 7. 6LE.AN AD-AGENT 15TR IV-TLRF-1-5 AND IMPROVEWNTS C)F t7Ur,T. DIRT AND DEBRIS IC.,A1)riFC) BY DEMO ITM OPERATIONS, An.tAGFNCT I. FRWVE GAULK.IN5 *0 SEALANTS A5 REWHZED BETWEEN VAfRt0U5 MATERIALS AND JIOINTS IN AGC.OERDANa WITH INDU5TIRY AREAS SHALL BE LEFT IN: 60 011I0N EX15T1N6 PRIOR TO THE.START OF THIS WORK. 5TANDA•RD5 AND PRACTICES. NS. DEMOLISH ALL POIRTIONIS OF THE 5TRUGTURE5 INDIGATED ON T14E DRRAININ5S AM REMOVE ALL DEBRIS FROM SITE. 5TRUGTIURAL 5TEEL 2. SEALANT MATERIALS 1 SUBMITTED FOR FILING 9-9-24 a. PROCEED WITH DEMOLITION IN A SYSTEMATIC, MANNER, FROM TIP OF STRUCTURE TO 6QOIt0. COMPLETE DEMOLITION HORK ABOVE J SEALANT MATERIALS SHALL GOOF-ORM TO: EACH FLOOR OR LEVEL PRIOR TO DISTI.F51 IC. SIUPPOIRTING M1ER3ER5 ON LOWER LEVELS. I. ALL STEEL k4ORK 5HA-L CONFORM TO THE REGIU1tREt4ENT5 OF THE A156 "5PECIFICATIONS FOR THE- DESIGN, !FABRICATION AND ERECTION .1 SILICONE PRODUGT'5: FEDERAL SPECIFICATION TT-,5-001543; 10. BREAK UP AND PEMOVE CCWR ETE 5LA55 ON eRADE,UNLE55 O I^1*E INDICATED. DEMOLISH AND REMOVE BELOW 6RADE P0005, OF ST$WTURZAL STEEL FOR EIUILDINCf-1.' .2 ONE COMRPOMENT PRODUCTS: FEDERAL 5PECIFIGATION TT-2-0023M. NO. REVISIONS DATE METALS AND ALL OTHER MATERIALS ENCOUNTERED DUfRIN5 DEMOLITION. 2. 51E1EL PROMT'5 SHALL CONFORM TO THE FOLLOWING AST" DE5I6NAT Ohm .2 SEALANT PRODUCTS SHALL BE AS MANUFACTURED BY `DOH CCIRNIN6 CORP` OR 'GENERAL ELEGTRRIG COMPANY, SILICONE PROCVT5 11. MERE EXISTING HALLS ,ARE REMOVED 09, NE-14 OPENINGS ARE GALLED FOR IN EXI5TIN6 WALLS PRIOR TO REMOVAL OF EXI5T$16 STRRUGTUI?AL STEEL-.......... .DIVISION. WALLS, CEILING BEAMS,ROOF iRAFTER5, ETC, CONTRACTOR SMALL BRACE EXISTING AS RREGIUIRED UNTIL NEW STRUCTURAL.. MEMBERS 3. ALL STEEL FLITCH PLATES TO BE TH :W-1301.TED TO WOOD MEMBERS WITH 5/8"!D. STEEL BOLTS AT 12" oc,STA66ERRED (IF NEGE55AR2Y). ,3 SEALANTS 50ALL 13E ELASTIC, WAVE AND NON<ZRPO51VE. GOVOUIND WHEN SET MUST BE FIRM BUT NOT HARD OR ERRITTLE OWNER: AS SPECIFIED ARE INSTALLED. 4. FLOOR LEVELS, COLUMN CENTERS, AND OFF5ET5 ARE TO BE FIELD DIMEN51OWD PRIOR TO FAI9RICATION AND INSTALLATION. AND MIJ5T PROVIDE LON 5 LIFE, ELASTICITY AND GOMRETE AND PERMANENT ADHESION TO THE MATERIALS ON BOTH SIDES OF THE 12. ALL ITEMS REMOVED IN THE CONSTR TION SHALL REMAIN THE OWNER'S PROPERTY WITH TIRE EXCEPTION OF THE DEL3R151NE11GH SHALL B!+ ,!DINT. AFTER APPLICATION,THE COMPOUNDS MUST NOT 5A6,CRACK,OR SHRINK UNDER. ANY WEATHER CONDITIO�Nt5, NOR MRUST THEY CARTED OFF THE SITE AND LE&ALLY DI5P05ED OF. ITEMS OF SALVAGEABLE VALUE TO THE CONTRA(TOR MAY BE REMOVED FROM THE 13E OF SUCH NATURE AS TOE STAIN OR DISCOLOR MIATERRALS TO MICH THEY APE APPLIED. STIRUGTLIRE(5) A5 THE WORK. PROGRESSES. SALVAGED ITEMS MUST BE REMOVED FROM THE SITE A5 500H AS THEY ARE REMOVED FROM LUMBER A 5EALANTS SHALL BE OF COLORS TO MATCH ADJACENT SURFACES AS SELECTED BY THE OWNER. THE 5TRRUCTME. 3. BACKUP MATERIALS 13. GONTRA►"TOR 5HALL EXER015E 600V JX*MENT TO MINIMIa VIAMAGE TO EXISTI% AREAS(INCI.UDIN+S LA HN W 51IR E 5), AREA5 1. ALL STRUCTURAL LUUMBIER'. SHALL BE GRADE MARKED,AND SHALL BE INSTALLED IN SUCH A MAR�E'R AS TO LEAVE GRAVE MARK J ALL NORK SHALL 13E PERFORMED 1N A,C,C,ORDANGE WITH MANUFACTURER'S PRINTED RECOMMENDATIONS, FOR THE APPROVED DAMA6ED PJE TO NEW CONSTRUCTION. SHALL BE°RE5TOR2ED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OMER. EXPOSED. SEALANT 5Y5TEM BE1N5 APPLIED, 14. PATCH A5 REQLIIRE'.D ALL AREAS WERE EXISTING HAS BEEN REMOVED AND/OR NEW WORK AM31)T5 EX15TIN6. 2.' ALL 5TR U(MRAL LUMd"SHALL 13E DOUGLA5 FIR. NO. 2 OR BETTER; Fb = 815, E = 1)500,000, ORE55ED FOUR 51DE5 (545).UNLESS .2 BRI)5H OUT ALL LOCDSE 'MATERIALS U51N6 THE APPROPRIATE TOOL. FOR. THE SURFACE TO BE GLEANED, AND-REMOVE ALL DIRT, DUST, 15.JZEM OVE ALL DEBA:15,R1J8815H AND OTHER MATERIALS RESULTING F-ROMI DEMOLITION OPERATIONS. B ANS OF DEMOLISHED MATERRIA L5 OTI-R45E NOTED ON DRAWIN65. OIL,6REA5E,AND OTHER LOOSE PARTICLES PRIOR TO APPLYING SEALANT MATERIALS. BE t E ALL SURFACES ARE DRY. SHALL NOT BE 'PERMITTED. OBTAIN AND PAY FOR ALL PERMITS°REQUIRM FOR REMOVAL OF DEBRIS. TRANSPORT MATERIALS,REMOVED 3, UALE55 OTIERW15E NOTED ON THE OP'AWIN66, PLYWOOD SHEATHING SHALL BE IN ACGORDANGE WITH THE FOLLONING: .3 IN5URE THAT SURFACES ARE COMPATIBLE FOR SEALANTS MING-7 APPLIED AND STRICTLY FOLLOW SEALANT MANUFACTURER'S PRINTED FROM DEMOLITION AND 015005E OFF SITE, PE50RIPTION 5PEGIE-5 6RAIDE MIN. TNIGK.NESS N4;. OF PLIES INSTRUCTIONS FOR SURFACE PREPARATION, Ib. CONTRACTOR 94AI-L OBTAIN A DE516NATED LOCATION FROM THE OPMR FOR THE PLACEMENT OF TRZA94 .AND ROLL-OFF CONTAINERS, SUEFLOkORIN5 FIR COX 5/41, 5 .4 WERE THE USE OF BRAG MATERIALS ARE REGVRED,USE TUBE OR ROD STOCK A5 REGIUII D, HOHEV�, MAXIMUM DEPTH OF CARE SHALL BE TAKEN 50 THAT CONTAINE"R5 DO NOT DAMAGE EXISTIN5 PAINED OR LANDSCAPED 5URFAGE5�RESULTIN& FROM UNDE~RLAYMENT FItR P 4 IS 3/S" BACKUP MATERIAL SHALL NOT EXCEED TWO TIME5 THE HIDTI OF THIS FIN19to JOINT. CONTAINER LOADINS, AND/OR UNIOADIN5 OPE-RATION5. EXTERIOR WALL SHEATHING PINE (OR FIRS' Cox 1/2' 4 .5 JOINT5 11. CONTRACTOR SHRALL 6E RRESPON5IBLE IN OBTAINIW5- THE- CERTIFICATE OF OCOJi)PANCY- ROOT SHEATHIN& PINE (OR FN GDX 112' 4 5 J01NT5 UP TO I14" IN KOTH AND MORE THAT 314' DEEP AND JOINTS LIP TO 112" IN AIDTH AND MORE 114AN 318" DEEP MUST BE FILLED 16. CONTRACTOR SHALL FILE GERTIFiCATE OF AORKMEN5 001VIPEN5ATION AND D15ABILITY CERTIFICATE WITH THE Bt)ILVN6 DEPARTMENT ALL 5HEATHIN5 514ALL EXTEND OVER A MINIMUM OF TWO FRAMING BAYS,IJNLE55 UTfERHISE NOTED. HORIZONTAL JOINT'S IN 5HEATHIN6 HITH BACKING MATERIAL. BEFORE STARTING WORK. TO BE SUPPORTED HITH BLOCKING. .6 DO NOT TK15T OR DR.AID BACKUP MATERIALS. 4. ALL WOOD SOLE PLATES,SILLS, OR OTHER HOOD DIRECTLY IN CONTACT MTH CONCRETE OR MA5O NRY 94ALL BE TREATED LUM13C-R. l PRIME SURFACES REGEIVIN5 5EALANT 1N AC.60RR'DANGE WRITH! THE SEALANT MANUFACTURERS RECOMMENDATIONS. PRIMING, H HERE 5. ALL PLYW HALL SHEATHING SHALL BE 4-PLY FIR, 112' THICK,CDX. ALL SHEATHING SHALL EXTEND OVER A MINIMUM OF TWO R.EGlUIRED,SHALL BE DONE WITH A EIRL" OR OTHER APPROVER MEANS THAT WILL REACH ALL PARTS OF THE JOINT TO BE FILLED FXt',AVATION FRAM INS BAYS. WITH COMPOUN6D, SURFACES ADJACENT TO JOINT SHALL BE MARKED FOR PROTECTION. .b PROVIDE A BOND BREAKING MATERIAL AS 1IRECOMME"0ED BY THE SEALANT MANUFACTURER. I. EXCAVATION SHALL.. INCLUDE THE REMOVAL OF ALL MATERIALS OF EVERY KIND OR NATURE PM16H MAY 13E REOU BRED FOR THE EXECAM)N A MASK AREAS ADJACENT TO JOINTS IF NECESSARY TO OBTAIN A PLEAT SEALER LINE. OF THE WKDRK. EXCAVATION SHALL INIGLIJCOE THE REMOVAL OF ALL ROCK, EIOULDEiR5 AND OTHER 0557RXTION5 UP TO 1 1/2 CUBIC YARDS ROU611-1 CARPENTRY JO APPLICATION MUST BE BY HAND 6U N OR PRESSURE EGUUIPMENT ACC.ORDIN5 TO MANUFACTURERS IN5TRUGTIONS. IN SIZE. EXCAVATION. WALL NOT BE CONSIDERED C40MPL.ETED UNTIL APPROVED BY INSPECTION. A EXCE55 SEALANT MIDST BE GLEANED FROM NON-POR0105 SUIRFACE5 WHIM IN UNCURED STATE WITH A COMMERCIAL SOLVENT. GN 2. EXCAVATE TO M4011!5 AS 9-*" ON THE DRAWIN55. WHERE EXCAVATION ORADE5 ARE NOT 540AN ON THE DRAHN65, EXCAVATE AS I. ALL FRAMINtS SHALL CONFORM WITH 6000 STANDARD PRAGTIGE5 OF PLATFORM FRRAM1N6 AND COMPLY WITH THE REGUtREMDITS FOR POROUS SURFACES, ME55 SEALANT MUST K AL.LOWIED TO GURE AND THEN 13E'REMOVED BY ABRASION OR OTHER MECHANICAL RREGRMED TO A660MMXATE THE INSTALLATION. LEVELING: REMOVE ALL 1RUT5, I OGKS, AND OTHER LINEMEN SUURFAGES BY SURFACE HOOD C,ONPST'ROGTION IN THE CODE MANUAL OF THE STATE BUILDING CONST`RUGTION CODE. ALL WORK SHALL 13E ACCURATELY FRAMED MEANS. ALLOW SEALANT JOINT TO GIJRE FOR AT LEAST 4b R7P6. PROJECT: f R,ADING PRIOR TO PLACEMENT OF FILL. PLUM$, LEVEL AND TRUE, WELL 5PIKE1% BRACED A10 ANCHORED TO6ET HER:TO FORM A R16ID 5TR'UGTURE. J2 SURFACES KITH PROTECTIVE GOATIN65 TO WICH THE 5EALANT MUST BOA SHALL BE WIPED WITH A RECOMMENDED SOLVENT 70 3. WERE DEP'RE%ION5 VE5ULT FROM THE(REMOVAL OF SURFACE OR DACE 0557RUGTION5, OPEN THE DEPRESSION TO EOIUIPWN T 2. BEARING PARTITIONS SHALL RECEIVE A GONTINJOU5 DOUBLE TOP PLATE, WITH LAPPED JOINT'S NOT LESS THAN 24'. ALL BEARING REMOVE ANY OIL DEPOSIT OR PROTECTIVE GOATIN6, TAY L O R RESIDENCE WORKIN5 WIDTH AND V MOVE ALL DEBRIS ANO SOFT MATERIAL AS DIRECTED BY THE ARGHITEGT. PARTITIONS SHALL HAVE 501-I0 2" x 4' f3L-OC.KINC AND FIRE STOa5 AT MID HEIGHT IBETW IFN ALL. VE-RT16AL STUDS. PROVIDE A MINIMUM .6 CAULKED JOINTS, AFTER THEY HAVE BEEN COMPLETELY FILLED,SHALL BE NEATLY PORTED AND FINISHED, THE EXTERIOR JOINTS ADDITION 4. FURNISH ALL FACILITIES AND MATIERIALS NEEDED TO PREVENT TIME EARTH AT BOTTOM OF EXCAVATION FROM BEC,0KN5 FROZEN. HRER EA OF (2) 2' x bo AT ALL OPENIN�a IN BEAR IN6 HALLS, LME55 OTHERNISE NOTED ON THE DRAWIN65, SHALL BE NEATLY POINTED TO MAKE A SL16R•iTLY CONCAVE JOINT, THE EDOES OF WI�IC44 ARE FLUSH WITH ADJACENT SURFACES, 5, EXGAVATM FOR FOOTING-5: 3. ALL OPEN1IN66 IN V-00F OVER FOUR SMARRE FEET IN AREA SHALL BE PRAMED WITH A MINIMUM OF DOUBLE HEADER5 AND 1°RRMMER6, .Id ALL CAULKED JOINTS SMALL 13E MADE WATERTIGHT AND WEATHERPROOF. .1 EXCAVATE FOR FOOTINI95 AND FOUNDATIONLS ONLY AFTER 6ENFRAL SITE EXCAVATIN6, FILLIPS AND ORADIN6 ARE COMPLETE. MX-55 OTHCRRWI5E NOTED ON THE DRA.1 1495. ALL TAIL BREAMS SHALL BE SUPPORTED WITH APPROVED TYPE STRRUP HANGER5 OR A 200 GROVE DRIVE .2 'VERIFY THAT ALL COMPACT110N 15 COMPLETE AND APPROVED PRIOR TO EXCAVATION FOR FOOTIN55. CONTI NIUOU5 HOOD LEDGER 5TPJP. S O U T H O L D, NY 11971 .3 EXCAVATE TO THE E5TABL..WED LIDS AND 6RADE5. CUTOFF BOTTOM OF TRENCHES LEVEL, AND REMOVE ALL L005E 501. WERE 4. ALL OPENIN65 IN HALLS AND PARTITIONS SHALL RECEIVE A HEADER SEAfRINS ON OW CRIPPLE (JACK) STUD CONTINLIOU5LY FASTENED SIDIN SOFT SPOTS ARE ENGOUNTEREP,REMOVE ALL DEFEGTIVE MATERIAL AND REPLACE WITH LEAN CONCRETE OR COMPACTED 5TRRXT'UR.AAL TO A FULL LEMRSTH STUD ASUITTING HEADER, EACH SIDE. TAX MAP #: 1000-080.00-04.00-019.001 FILL AT NO ADDITIONAL 005T TO THE OWNER. 5. PROVIDE CROSS BRIDOINC AT A MAXIMUM OF &-0" m FOR ALL FLOOR JOISTS AND CEILING JOISTS. BRIMNG 5HALL BE I' x 3"CRO55 1. PROVIDE AND INSTALL WN CEDAR CLAPBOARD 510IN6 A5 SELECTED BYOMEIR,. COLOR AND TYPE TO BE SELECTED BY OKI,,UR, A ALLOW A SUFFICIENT DISTANCE FROM FOOTIN66 AND FOUNIDATION5 TO PERMIT PLACING AND REh1DV1N16 GOW-,V. E FORMHJORK, BRILDGING, 50L1D WOOD BLOGKINC 2' x DEPTH OF MEME3ER OF 18 6AUGF METAL CP BR106IN6. 2. IREMOVE EXISTIIO SIDIN5 AND IN5TALL NEW SIDING AT ABUTTING ANO ADJACENT FACADES A5 SHOM ON THE DRAWIN65. INSTALLATION OF SERVICE5, OTHER CONSTRUCTION REQUIRED,AND FOR INSPECTION. 6. ALL EMLT-UP HOM C1ftDERS,HEADERS,LINTELS,ETr, SHALL BE PROPERLY FASTENED TO&ETHER TO ACT A5 ONE. WHERE G0NTINUITY 3. PROVIDE AND INSTALL NEH 51DIN6 OVER ONE LAYER OF 1541 EUILDIN67 FELT, FELT TO BE SECURED INDEPENDENT OF 510IN6 WITH A 5 IN 1EXCAVATINCi FOR FOOTIW..,AND FOUNDATIONS, TAKE CARE NOT TO DISTURB 130TTOM FOR EXCAVATION. 15RREGIUI{RE0 AND SPLICES ARE NECESSARY FOR LENOTHS OVER 24'-O',THE CONTRACTOR'.SHALL OBTAIN SPLICE POINT'S FROM THE MINIMUM LAP OF 3". DRAWING TITLE: .1 EXCAVATE BY HAND TOOLS TO FINAL. &RACE JLP5T BEFORE CONCRETE 15 PLACED, ARCHITECT. JOINTS SHALL NOT OCZAR AT CRITICAL POINTS. 4, INSTALL 1/4'°FRIGID INSULATION 6 THE FACE OF THE EXI576RESIIDENCE PRIOR TO VINYL INSTALLATION. .2 TRIM BOTTOM TO iREGUtR1:.D LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE C0,1VZETE. 1. TOP FLAN16E5 OF ORDERS,MASONRY HALLS AND IN OTHER LOGATI" ASi50UIR2ED,SHALL BE BRACED TO FiRAMIN6 M7EMPIM5 WITH .3 INHERE BOTTOM OF EXCAVATION HAS BEEN 015T PBEV OR OTHERWISE UN5t1ITABLE TO PROPERLY 501PPORT FOUNDATIONS IN THE APPROVED TYPE METAL ANGHGRRS OR TIE5. DOORS OPINION OF THE 'SOIL ENI6INEER, HHETHER DUE TO FREEZING, POOR WORKMANSHIP OR ER90%, TI•E5E E.XGAVATION5 ARE TO BE 0. PROVIDE DOUBLE MEMBER FLOOR JOISTS UNDER PARRTITION5iU1NNC PARALLEL TO JOIST. SPECIFICATIONS 1 CARRIED TO A LOWER DEPTH,SWFIGIENT TO PROVIDE 5TA8LE BEARIN65 AS DETERMINED BY THE 501L EN61NEIrR, AT N. WOOD JOISTS TO 13E FRAMED OUT TO ALLOW FOR PLiUMBIN6 ROUI&HIN65 AND FI1TIN65. HOOD JOISTS, TO HAVE A MINIMUM OF 4" 1. PROVIDE HOOD DOORS AND FRAMES A5 INDICATED ON THE VRAKW-56 AND THE DOOR S PULE. ALL INTERIOR AND EXTERIOR, GCONTRAGTOR'S EXPENSE. BEARZINIG UNLES5 OTHERN15E NOTED OR SHOWN. DOORS ARE TO BE SOLID C47RE, BIRCH VENEER.A5 MAN IFAGTURED BY 'MOP16AN' OR EQUAL. .b UNDER F0011NE55 AND FOMATICJNS FILL OVER EXCAVATED AREAS WITH CUNGRETE BY EXTENIDIN6 THE INDICATED BOTTOM 10. ALL EXP05ED PIPING AND STEEL BEAMS IN FINISHED ROOMS SHALL 13E BOXED AND iREAMED TO'RECEIVE GYP" HALL BOARD, 2. STOCK FAEMCATE0 ITEMS WILL BE APPROVED IF THEY CONFORM 6ENIERALLY TO SIZE, TYPE AND DETAIL AND OTHER RIZEGV REMtENTS ELEVATION OF THE FOOTIN* OR BASE TO THE EXCAVATION BOTTOM, 1°LITHOUT ALTERING5 THE iZ'EGIURED TOP ELEVATION. UNI-E55 OTH 5E NOTED. INDICATED ON THE RDRA14INC-5 AND SPECIFIED HEREIN. J BAGKFILLING FOR OVER EX(AVATED AREAS SHALL 13E PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 11. PROVIDE ALL OPENIN55 REQUIRED FOR,RE(E55ED WDICINE CABINETS,CLOTHES HAMPE-R5,CONVECTORS,ETC WITHIN FRAMING. 3. KNOCK-DOM FRAMES 514ALL 13E USED FOR INTERIOR DOOR FRAME-5 FOR HOOD DOORS IN 6YPaM WALL13OARZD PARTITIOI6. 6. SPOIL AND BDRF,LXK MATERIALS 12. PROVIDE 51LL SEALER AID TERMITE r-,-HIELP UNDER? ALL SILL PLATES ,AID ABOVE EXTERIOR FOUNDATION WALLS, 4. ALL FIN15HED WORK SHALL BE 5TRON9 AND°#Rlal?, NEAT IN APPEARANCE,50UARZ' , TRJUE AND FREE OF DEpEGT5, KNRp OR arALE. SCALE: .1 DISP05E OF UJ 15ATI5FAGTORY EXCAVATED MATERIAL AND SURPLUS 5ATI5FA.C.TORRY MATERIAL,AWAY FROM THE 51TE AT DISPOSAL 13.NO STRUCTURAL MEMBERS SHALL BE LESS THAN 8" ABOVE GRADE. MOLDED MEMSER5 SHALL BE CLEAN GUT,5TRA161IT AND OF UNIFORM PROFILE THHROUS50W THEIR LEN15TH5, AREAS ARRRZA95E9 AND PAID FOR BY THE CONTRACTOR, MANJFAGTUR.ED BY SIMPSGINI OR EGIUAL, 5. JAMB DEPTHS, "PRIM, PROFILE AND VACKBEW5 SHALL BE A5 SCHEDULED AND SHOWN ON THE DRAMN65. .2 OBTAIN MATERIAL iREODUNZED FOR FILL OR EMBANKMENT iN EXCESS OF THAT PROMED WITHIN THE 60RACRN5 LIMITS OF THE WORK 6. A0JJST FRAMES TO PARTITIONS AND WALLS WHERE THEY OCCUR. FROM BORROW AREAS. MILLPMK 1 EDSE CLEARAAIGE5 5HALL BE PROVIDED AS FOLLOWS. .3 COST FOR 80F ROK MATERIALS, IW LUDIN6 ALL TR.I"INC2 G05T5 SHALL BE INCLUDED IN THE WORK OF THIS SECTION. .1 BETWEEN DOOR5 AND MAWS, AT HEAD AND JAMBS - I/®' 1. DO NOT PLACE, 5F'READ,OR°R011 AND FILL MATERIAL DURING UNFAVORABLE WEATHER CONOITION5. DO NOT RESUME OPERATIONS I. FURNISH ALL MILLK9RK, TRIM, MIOLDIN55 AS RECVItRED FOR THE 02M11PL.ETION OF THE WORK,AND IN ACCORDANCE WITH THE MATE-MAL .2 AT DOUR SILLS, WERE NO LLD 15 USED - 30' MAXI ABOVE FINISHED FLOOR, UNTIL MOISTURE CONTENT AND FILL CEN5ITY ARE SAT15FACTORY TO THE ARGHITECT. DE50RIPTION5 BELOW. WHERE THRESHOLD IS I)SED - 314' MA>,lHW ABOVE FINISHED FLOOR. 6. PROVIDE BERM5 OR CHANNELS TO PREVENT FLOODIN5 OF 5059RADE. PROMPTLY"REMOVE ALL WATER G-OL.LEG71N6 IN DEPRE5510%. 2. FURNISH ALL RRARDWARE, FASTENERS,NAIL5, 5GR'E►N5,ANGHOR5, SUPPORTS, ETC,fzm REED FOR THE INSTALLATION OF THE MILLWORK. .3 BETWEEN MHFETIN EDCE5 OF PAIRS OF DOORS - 1/6'. DRAWN BY: c1. WHEIRE WIL I1A5 BEEN 5OFTMO OR ERODED BY FLOODING OR PLACEMENT DURIN& UNFAVORABLE HEATHER,°REMOVE ALL DAMAC-ED 3. UNLESS NOTED ON THE DRAKIN95,ALL MOLDIN65 SHALL BE FIN65ER JOINED,PAINT 6R.ADE,NO.2 COMMON PINE OR EQUIVALENT,AND AS NOTE, FINISHED FLOOR 15 DEFINED AS THE TOP SURFACE OF THE FLOOR,EXCEPT WHEN RESILIENT TILE OR CARPET 15 USED, WHEN IT IS ARREA5 AND RE-COMPACT A5 SPECIFIED?FOR FILL AND GOMPAGTION BELCH. FOLLOWS= THE TOP OF THE 50FLOOR.. WHERE CARPET 15 MORE THAN 1/,2" THIGK, ALLOW 1/4" CLEARANCE. PIS --- 10. PROTECTION- ' PROVIDE 112" x 3 112' H OCV TRIM AND K X.DINr55 AT DOOR.5, - CLEAR MATERIAL � eo Agog .I BAJWJGAPE OPEN HOLES AND DEPRESSIONS oCC IRRING AS PART OF THE WORK, AND POST WARM* Ll&tT5 ON PROPERLY # PRO'ADE I' x 12' 5GUARE EDGE, CLOSET SHELVIIY,UNLE55 NOTED OTHERA5E ON TIT( D'RAWIN65; CHECKED BY: ADJACENT TO OR HITH PUBLIC AREAS. OPERATE WARNING L16HT5 M,VURIN6 HOURS FROM DU5K TO DAM, EACH DAY AND AS OTHER R.C- � P ADE 1518 D. CLOSET POLE; WISE REGIUtRE01. XX ,2 PROTECT STRUiSTURES,UTILITIES, 5t0EKALKS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, WA5HOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS 5EGTION. FINISH CARPENTRY 1 11. FILLING AND GO�'AGTION FILE No.: .I REN7O N COMP CTI DE�R��, 11I~1f5AT15FAGTO RY 501L MATER.IAL5, OBSTRUCTIONS, AND DELETERIOUS MATTER FROM GROUND 'SURFACE I. INSTALL ALL MILLWORK RZEGIUIRW, INCR_UDINS BUT NOT LIMITER? TO, ALL HOOD MOL.DIN&5,CLOSET 5HELVIN15 AND POLE, KITCHEN PRIOR. TO PLACEMENT OF FILLS. PLOW, STRIP, OR BREAK UP SLOPED SURFACES STEEPER THAN ONE VLERTIGAL TO FOUR HORIZONTAL CABINETS,VANITIES, COL1Nt"fERRTOPS AND BACKSPLASHES, INSTALL ALL TOILET hU255O1R.IES INCLUDING BUT NOT LIMITED TO TOWEL SO THAT FILL MATERIAL .WILL BONID KTH EXISTING 5URFALE. BARS, TOILET PAPER HOLDERS,AND MEDICINE CABINETS. ,2 MEN EXISTING&ROtM SURFACE HAS A DENSITY LESS THAN THE SPECIFIED HEREUNDER FOR THE PARTICULAR AREA, E'REAK UP THE 2. DU NOT PMFORM ANY WORK UNTIL THE BUILIDI% 15 PROPERLY ENGL.OSED AND ALL`HOOCH CONSTfXTIO N AND PATGHIN6, TILE PORK, PROJECT NO.: DRAWING NO. GROUND 5URFA(E, PULVERIZE, M015TURE-Ct)NDITION TO THE OPTIMUM MOISTURE CONTENT, AND GOM PAC T TO VEQUIRZEID DEPTH AND ETC, 15 GOMf'I.ETED AND ACCEPTED 13Y THE OW NM XXXX PERCENTAGE OF MAXIK M. DENSITY. 3. FIN15H WORK SHALL BE COM7Z4TED IN ACCORDANCE KITH DETAILS A V APPROVED SHOP DR,AHIN165. ALL EXP05EP SURFACES AND .3 AFTER aBeRADE c4HPAGTION RAAS BEEN CZt4ll.ETED, SAD APPROVED FILL MATERIAL IN LAYERR5 NOT EXGEEDINC-7 E16,HT INCHE5 EDGES SHALL BE FIN15HED SLOTH AND BE FREE FROM MARKS, 5I- MISHRE5'OR DEFACEMENTS OF ANY KIND CAUSED BY WORKMAN- A-601 IN LWOMPACTED TH1C•KNEE55. HATER OR AERATE THE FILL MATERIAL AS NEGE55ARRY,AND THOROUGHLY MIX TO OBTAIN A MOISTURE SHIP OR MANUFACTURER. DATE: CONTENT M*H WILL PERMIT PROPER COMPACTION, 4. ALL CLOSETS SHALL HAVE ONE 12" WIDE 5HELF, INTE6RAL WITH HAN+5IN6+ROD,FULL WIDTH OF CLOSET, AS INDICATED ON THE DRAHIN65. XX\XX\XXXX 5. ALL OT14ER 94ELVIN6 SHALL N OF 51ZF-5 APO IN GUANTITIE5 INDICATED ON THE PF-WNG5. - a . r4 . , f I - . 11-1 - - , -$� ; . -1 -e,�'J,qt"" w . . .1 i 9,,-19,;1'if?"I tVt'zlr� - % - A14111 '4111-E 1, --�A - F,!,-,! , �rj pm-- . - -3 ,- ,;.a it, I, It ql;s,vz�; 'i-- , ,o,e ,;,U 3'.0"I, ;, 1 s ltwz,�A'.�V44%511x i� :;� -_'4- Fi!lligflj�t��';I�;�',',� Atit i '�tyi I � Z�;i; ;,1"3 j c�iqq��,,,;�jt�'�;--!-.JE 3 ,-46 ;I 4 i �64,1, , J)"itIs"l, " 1 4 , ,4 1,1'jt� ,q . A J4�,X,0'1,je %, cj��; . -�Ak ,,I,!I - 11 ,'is�,i�;!I�il;O!'!1�1-ir i , i-f- ;s 64-mv"h"il-mi . �.- V}; oj%ii ,�� ';�� -w, , I '447P I I '!_Iii --� � -If!:;�4` I ;W AI-R I I I ,�,"�� , W-F-1'4wj�. i "I I 0�i,'-3,i-if,,4 " .. I 9 i< t � I 0.11, jj.�:%" I- n w� 17,IP-4,- i�7473 , I 1; �,f4� Cil--, "�-P a 4;�,�Aj� j ,�;.,r,f,?;.,;W,ic'.", 'k ,;'A.� , � � -v& * f i-;,,�t I , i %J�;-4j "A'. � 1�1 " �- . 14 ;!x I *1 , " 'v`.T,o 145'st;',it�l,� I I I .I � , , , 1,� -1 1,� .. --- ".'.j�il t i f 0. i ii..f. 't 441. t�. v . i,,;:6j i,_,!f-I , 3 I �, . � 'I F. ;1 I I N '. ,- . I� n0�1'��-�i & six r 1 1�".;6,,,,I.,4,; - I 1 5 i � � .- -1 14 641i i i .4 i� ,,%, '41", ,j:i ';.-,�;,I , �. fit ,.44j" Dfj�'!.�,"5k], y_ j i,141 , 11 ,i-i�s 10%g i i I A I I I "i(-�%k ELECTR16AL AA ; ;l4n�okil- ";b, 1:7!.,";I� 00 , � I I ,,- " 0.* D_.. t t% ,,'��.i�I _ — -i 11 " 11 -- --- i �� ,I,:i-j� ,,,;i !��4 �," P'�.�!f�j "I , * —tQW FLOPPJN(q 9 1 $ 4 t ii;-N, ,I , Z�jt ,z I � I 1��, � D) w ��, EA i 11 i�i5l�tr, 6", "i III .9-- 1, _101 . ,�,� !i�� ,,-;;,�, p� �t,I 1�;!;.,,,, - 4 lar; i I". " " �� - I I , . ,, . ." i- $', ,� , ., .1 ,,rv,i,, . I ,i,�P�.. k i , _"� 3w�q j I.J 4 a,',�,-'1.1�;',�� v ta" , -1; I c,�4" �'�tz -14�p.*j .11 i� i�-? ! 11; N!13 fl, I�1� , 1, 3, -,-,4;;� 4,�, 'to j; %;�,5i�;l �� ; i, � L PROVIDE AND INSTALL ALL F11415H H�RVKARE IN ACCORDANCE WITH THE FOLLOWl" AW AS iNDICATEO THE PRANW--6. . I. INSTALL HOOD FLOORING 57 IN ACCZ)9DAWC,E: WITH THE DETAILS AS INDICATED ON THE DRAKWE-6. I. ALL ELECTRIC WORK SHALL COWMM TO THE RE"EMENTSOF THE 14 vi 1.4 . � . ., Fk,'3111 i ,. � n� �I 1. , "14 � _64 �,'! . A j.i& I. A., 1, . ., , iii- ' � �k�; �1� ;0 ji xt5 f. .,§ C I L - ,*, j_'6, Aj, I -- I - � �r�twi i F IN LATEST D ON THE ORMIN6--6,OAK FLOORS, SHALL BE 25/32"REO"ITE OAK,eRADE 'Aw, 5ELEC,T STRIP FLOMINS. MERARITER5 AW ALL REGUIREMENTS OF LOCAL A6rENC,IE5 HAVIN4 I ,J�sjlt, 1'. vo.. . I -r - I� ,-.! � ',-401% ojfl;�.'i! THE S 2 UNLESS OTHERV45E INDICATED i 1, o,%I-a -,.!_i � �,'a I ,;;1j"o m� -,$4 , W � I . 1� - kl.pO (p -'.-, ;n I I,; � ,. . .1 LOCkS SHALL MEET OR EXCEED THE PERFORMAW,EREGUREMENTS FOR THE APPROMATE CYLINDER TYPES O)ND t I i '1119il,�N I ".4 I i . A I.. I * z . , ;� �,%�'xo lie j 't jj , i�,;.-.,P�q �4�� jo � , t , v ASSOr,IATED PRODU(,T5, 3. FL SHALL BE BLIND NAILED,RANDOM LEIS HITH 2 COAT5 OF PO-YURETHANE SATIN FIMSH. 3 COATS IN HI&H TiTRAFFIC,. ;2. ALL MOOIFIC�ATION!5 TO EXISTIW7 ELECTRIC SERVICE SHALL C<WFOR ) i I i'�7� , , , I _ t . ,��.,11, , ";,� i�x� '. � ; -RY LOCK 'i 1�� , I � Fc�-,; !!I �?� ;..I I'l . . i % i � 1 -,-,i-�4.-, . z , , - � 'I, I Ii � � , ARD A1565 FOR AUXILIARY ,5 ANC? . . I 1� 44� .*oi t 2A I ;1 Ul -&�'tli_ 4 � EDITION OFAN51 STAND . . SERVICE. GONTRA(,TOR !�44ALL OBTAIN AND PAY FOR ALL FEES REG 11 . �.T�. �,T i �. 1, iiqlf-1 41 lw�' --, ;I i � t - -, I - � -3,.,;-.!�,,�� , - IE5 OF LOCK SHALL FIT,A V41FORM POOR PREPARATION AS , _,� . ""i x �1� .J., 1 ii, Ni 1, I DE AM SeR 1; f .1.� p� ,, � 5t, 1 i.� t"i "1,,,, �.i I I � i L 2 DOOR PENETR!ATIONt ALL FUNIGTION5 WITHIN ANY ONE GRADE 4. INSTALL BUILDING PAPER OVER PLYWOOD SODFLOOR PRIOR TO PLANK INSTALLATION. i ,� �� I �-Ii "., " . i . .11'! F I h ;� " j; :A;1_ , EXISTING ELECTRIC SERVICE 15 SWFICIENT TO 14ANME N54 AMITIOt � � -) 6 .a �jjj � - k � j . AND 2 BORED, MORT15E AND Wd:ZIWH STILE LOGK,55HALL FIT I I '-i, i I �o Ni H � & N !'jl);; - !f� j � i A, 's I I ( (�1 .3 I— 0, tj� p� I , 5PECIFtM BY THE mANuFA6TuRm STRIKES: 5TPJKE-5 FOR ORADE I �, 10A j - ��, 5411 ;1P �xr , 1�; 4 , .; � 3� I � ; )�,� ,,, , _,;..� " 5. FORN15PI Afar? INSTALL ELECTRIC DISTRIBUTION WINKING AND BRAW,4 C I,,� F;." I: F - ;! ';'-, ,"-, r. H5��t_ 'l? � , , fV. .i '. , ; � I � I t;;",.-!,t THE PREPARATION 9 15GIFIEV IN ANSI A115.5 AND A115.13 A5 APPLICABLE OR AS 5PECIFIED, ALL OTHER STRIKES SHALL BE THE 7 � �A 'I ";� w ;i �� I !R. 1_12- 'i v C." ?� 1 1,3 J',',!�_- 1!1,1 ,",;� 1:!��'i'!.l I 1�. gvl J� I IF REWIRED. I � $ O" A �,� j '� ,�. 4'! �-�3 5 m A. � ,4 t i .�V ; J�- _� ;� — f: .j%--, jr,�, g 1�� C I Z.-t. a � � , , _ i_ ,�I P, i� I I .!.�r , ; 9 I 1* f_-Al �� I r �,� 0" 4 1 1'� I I ,I , I I -. - C.^I �?, i i ,,'I MANUFA(,TUR15;'5ST`AWAfZD- 'STRIKES FOR INSTALLATION IN ALLIMI" MATERIAL SHALL HAVE 5/32-RAD109 CORNERS. (r � I �. � if ;j 6 e.j j5 1 jj ,__jj,, iiA . I . � f i�, I ; i ;. , , . i .1;1"A j, _q . i - � I 11 , I lk,0, i lfi 1'�� ?;"If 44 3 TRIM ROSES,E`5(4T(,HEONS, KNOE6, LEVER5, CYLINDER GUAR055HALL COVER ALL DOOR PREPARATION OPENlr-15. - J ERANC,H CRaIT HRINS SHALL BE AS FOLLOP& ) ; 'I a i H i , , - . �Ip• FpA 4 ' I; i A o ji I I�,I 71 ii,;-, 'i j I ,i I ".!I;� !�;l . 44 � � Is S� A I )-J!e a t - ii!- _TiB ! � ej I , �, ,I�� j LATCHSTRIKE5. 1. PROVIDE AlO INSTALL WN CARPETM AT ALL AREA5 AS IN14GATED ON THE DRAWINGS. STYLE, TYPE AND COLOR By OMER. L16HTING A G0NVENIEW,E__._..__....A14 ROMEX I? I it' �i ; I �:, �.t I '4 W I F , ,;I R i a',.i ,r I�Z.t I I' : ; , I f 4 -,i I,I; I I I, , i� I j -, 2. 4 :, 9 il i .4 STRIKE BOXES SHALL BE FURN15WV WITH VEA0 BOLT AND It x , , 6 - I I I ' '; I i � z. !� )A �, ,PP -N APPLIAW-�ES,-....--.--...---..-�#L-2 ROWEX A i t , ? E I i'j$j :, ,,j�! � I ),� , PROVIDE CARPET UNDERLAYMENT AT ALL AREAS THERE 15 NEH CARPET TO 5E INSTALLED, KITCHE � ,� Z ;A ! i � U ?.1 I f 4" 1 -ill ji •'I T _� ". i'A A 2. HARDWARE j i 1 4? IN A. �; 1, 11 4i - I � w ; i 41 I i, i? I 11 i -CIAL CIRCUIT HIRIM5 FOR Ht6H PROW APPLIANCE5 5W,H AS 5 - ; �: . . X! I ,� ; A .2 5PE � I 2 � " 41 1A , i �;l I N �:jj t. t .1 .p .1 g 0 .1� 1, RQQT� EME&H 22M A I . . ; I 1 ) .. 5h i I BY THE PARTICULAR APPLIANCE. � a" t i � 4 24 3 I INTERIOR PWZ 1 112 PAIR BUTT HINGES i s A 3 . I PREA55EMBLED PRIVACY LOCK SET PAINTIN55 4. FWNISH AND 1!6TALL 17JPI-EX IZECEPTACLE5,5VITCHE-5, J&TION 130 � f .1 DUPLEX RECEPTACLES SHALL BE PLACED A MAXIMUM OF 12'-O' A , . . rq � _M;MNf6fl1';;fT I STOP, 3 SILENCERS � 6 . . � , - � 7. , — - , � - - " � , ipP � I 5 I% " �:j;p I "!j.-;..� J?j 0 I. ALL WOO)",MANSHIP H6T 15E IN ,5TRlr,T A660FZDAZE WITH THE PRINTED RECOMMEMATIONS OF THE APPROVED PAINT MANUFACnRER AND .1 6ROUND FAJJLT INDICATOR (OFI) OMETS IN KITCHEN AW BATI - j , - '. ., _.A ; .. rtt?)v ,,.;. 'i i � .. �,z J� , ,jx!.�;jftpq1ij,,- -�&� 't�r,5 . 1"111 ;� , . _*;,;,oill��;i - [ . i ; ; ill ;-'�T%! �o " "A Ij ,,, ,4, ' I 51149LE POCKET DOOR.SET � *_ 1%5&jt1,!J -9,' i4W_i,M?, � ., , THE PAINTIN�WOE5 OF THE PAINTI�* AND PECORATIN55 6ONTRA4TORS OF AMEIZI(,A. 2 5*0LE POLE LI6HT SWITCH SHALL BE PLACED IN EAcm mav 9.1 4 f ,.,�. ?f� ,;-.��I -1 t '. i �ii f i,;%m,!.,. I I BEL5 INTACT. OESTROY AL -C -5 AND PLATE5 SHALL BE DETERMINEC 'i I !!,;��;�'-tl,,;C�;-'O , '� *1 11 9� i�,� m i,� ;t it 'I'll POCKET POOR I -z; �a -I " - I - , ., _Fq!�§!!t3 i4,114ill �1�4 P � 40 . -, ,j I ja � J-Ik4 ,I '#�, , g,2�j�;� 1, i , .� , t ? -i i 1,3 i� 1: , . , 2. DELIVER FAINT5 TO THE BUILDING IN OR.161NAL CONTAINERS HITH SEALS VNDIRCKEN AM LA ,-#I, i I . ";� -r i,.,.1, 0 V i 1'ELF;�� iN i E L ORI&NAL �2 ALL SWITCHES,RE,EPTACLE . , I'll-, Wwef )7 � - ii ",;I v ,i r.v,#�; 01;�9;-s?;0j�-!4Aj;i1'j - - I - , - -�p 41)�� 9 i;i�) el .�;,f 4�,�4 N,�43 � � , -N-li 1 112 PAIR BUTT 14196ES N , g, ;� - , - �11 I�" ,, ii 7AR '. , M -�j . , i I EXTEiZIOR DOCR PACKAOES AFTER THE CONTENTS HAVE BEEN'REMOVED. IN NO CASE REFILL THEM. LEVITOR ALL DEVICES SHALL 13E IN MANLIFACTME#5 5TANL 10 ( ksl�,N 21,;,�.ix 1, x f � . � I .�, j�j ii.,,� �! 4, (.:,0i,. "!3 W.." pi '!; ��; tt j" ,,_, � ". . , ,. I i jjry s T 1--0) �A _�g A �6,1 4 P4 I PREA55E]MBLEV VEADSOLT LOCK5ET I . j �!-, b � . ,2 3 s ors J4, , , ii!-";�;Iii:*�;',,3; . . ." I STOP,t VLEZER5 r 3. MAINTAIN TEmPERAnRE OF VDOM5 AT 50 F OR MORE.DURINS INTERIOR PAINTING. 5. FURNISH AV INSTALL 5MOKE DETECTORS AS REQUIRED 13Y ALL5TA1 x , 1 4 i �i; );1,i T"!-;j I . - I"" F. W,; Sill "��)'V'�, -�,t P� '; I P 11�7' � ;-,;?.��iii,.t"-",.,�F.,�.t,;.�i,i!i 1; P , :p; j . j 4. MIX PAINT AND PAINTIN6 MATERIALS ONLY IN AREAS WITHIN THIS WLDIW-.,r DE-516NATED BY TW OKC-9- - 6. "NISH AND INSTALL 1.1644TING FIXTUIQ� AS VESCiZIBED BELOW AID 's ,,4 Aj� .�15 *-.�,�!*,�iw It, 1�1. li-Afz; �i,5; ii I i� , ��i 7 1 � ��,?� A . I'tt,�- , I HEATHERSTRIPPINO 4 ALUMINUM SADDLE J'� tql,!;,i�;,Pj� -."I J,14 �!�ir4 ,1 I li- . ."'I"", t I .jIlt .i I , f ., : ';'ji � 1,5,ilia -U.- ii�'k �i I',�'t 5. STORE ALL PAINT, ENAMEL,OIL.1104PENTINE AM OTHER,U)MBUSTIBLE MAtMIALS WITHIN THE BUILDING IN RECEPTAOLE-5 PROVIDED WITH J RF56ESSEV "H-HAT' L16HTIN6 SHALL BE H1 HOr-31WA WITH -410 TRII � ii,..;0 v I " ,iio�. I � �;: � I i wi .1 .. � " , I 0, ,� �j ;IJIq I I "I -, , -_- ioiilq, �;.?. - Iii 5,�.:,-t i!.,.,,e. I i E� ,- ..- ;,I A-ITLY CL05E SZH RECEPTACI-M REMOVE ALL OILY OR PAINT FMN15H AND INSTALL 100 HATT, PM R40 IW,ANDE56ENT LAMPS I & ., 4A f,� 7'. 1 i,i�, jil%j�,j v �,- . , , I - I _j`-q � ,';'�I.N�t ,,,-I i,f.,;ij 9 t,� 3, ALL FINISH HARDWARE SHALL BE MANUFACTURED BY K-5T OR EQUAL AND 514ALL BE IN FINISH AND STYLE_cjELE(,TED BY OKNEP, T16W COVERS EACH N16M OR AFTER EACH WORK PERIOD. TIC ' I ,jixwjj f,?j�'i,' i �'t I ii��,!iu i9ii; 1i s I I .f;;." W 1' . . e",I; A I , I "�pg s � j� . .,� . n , V. I? V_ 4 I �, 'Ii.fi!', . . FROM THE BUILDING AFTER EACH DAYS WORK PERIOD. DO NOT LEAVE ANY FLAMMABLE OR CZHa6TIME LOSETS AND 5TORA6E CLOSET - ii ., IS) � , - .I I I � t , ; j�� "��,�p 5ATL)RATED CLOTHS OR HASTE 2 L1604TINO FIXTURES FOR KALK-IN G 14, � 14 . � 4$ . 1,;t m k� 4. HARPHARE INSTALLATION � . i 11 j J�Jj7i�� j! ,,��i'.'.j , -i v f , _"' . ." I. v� ,;, i 11141 " �'. " , �; I A, I, �� i I VA A 9 I I -jj ijj,, MATERIAL UNIENCU05ED WILE [WAVE THE BUILDING. KEEP 5UGH5TORAC-E SPACES NEAT AND CLEAN AND MAKE 6000 ALL PAMA6E5 3 EXTERIOR,HALOGEN, BUILDING MOUNTED LIGHTING TO BE FURNISHE , I �,- , g"�,, ! i�', P I I , I I I 0 ii..it � t. 331; _;g!�,;� � F J,x 5 , z � 4 ; Wt t , �!�j�,� �� I I i t4 I I ,. C.,;,�i I A f, 4.,I,�1� lit,(;40 ;i .1 ALL HARDKAPE SHALL BE MTALLEP IN STRICT A(ZORVANa WITH THE MAN.FACTUFZERS DIRE-6TIONS AND IN COMPLIAWSE WITH THE t ,.I � wn! 1. I 0 i � ot � ,!, . L, t ;,�",.�f. . . CAL6W BY THIS WORK TO 5WH !5T0RA6E SPACES AND THEIR WZROINOIN65-6, COVER FLOOR5 OF 5ToRmf SPADE WITH HEAVY AND INSTALL AN INTERIOR TiMER FOR THESE 1-15"NO UNIT5. t 4-pv-0, %,, I, vv ;Ai- " a I X,�X. ? a - 4. , ilit I' I TL x i . a ,�'j , - I j � �j��-�-'j 1 j-;..� t V nfli WITH TIE I(AP,L"ARE 5r,HEFC"-E- �. ,. �.- V - Vp" �� z j ,�,11 i., I k � 9 i 1�� i;��." i�l ,; 11' . 2 ALL LOCKS AND BOLTS SHALL OPERATE SMOOTHLY, ALL BOLTS -SHALL SIT EASILY, ALL KEYS SMALL TURN EASILY, GLQr_eR AND BUILDINGS PAPER AND THEN WITH TARPAULINS. . . A BATWOOM TO HAVE (1) HEAT LAMP AND 0) 60 CFM ED3446T FAN � J! i J;�_Ii 1 5 ,,,E,i . _�.: I .I I , f . � I i ; ,!§;�314 ;tl h" ji""ji-swl A: ; I-,;1, , I !" -i I f_ _._ . .� PL i n , , I . � . 6. PROTECT WORK FROM DAMAGE 13Y THE USE OF DROP CLOTHS. RET40VE PAINT 5TAINS-5 COM ETELY FROM FIN194ED WORK, PRAKN65. 9" � HOLDERS SHALL BE PROPERLY ADJ)5TED TO OPE9,ATE SMOOTHIL.Y, To FULLY 61-05E, TO PROPERLY STOP AID TO OPEN TO THEW 10' ," ; I �j 4'. X 1 '1;i�j , j, ,�Pjjkr,-.,,j� j i � 1� . AINER. 7. HRE AND CONNECT ALL EWIPMENT RRN191ED fNC,LU0IIs* APPLIAW,E� ;, 1,-.4 I ;!,.r� i-x- s * - 7 'i _. I P - . w2w', I I "i , Z- !s,4.ifj4w t 't :xl it . 1. DO NOT CHANGE OR THIN ANY MATERIALS IN ANY WAY MEPT AS MAY 13E INDICATED ON THE HA,NUFA6nrZRS LABEL ON THE WNT � S. 'i � I t I a � 10;f, � oqis I i� ;�jjl ljf,--� DECREE ND IN1716ATE0. . . . . i: jjj'� E. 8 i� S'�ti��,j �, I' I 5 im W, . , ,� � A , TE PRIOR TO T -R5 MCEPTAW -REGUIRED THINNIN5 OF PAINT MUST BE DONE IN ComPLIAW,E WITH THE PRINTED INSTRLr,TION5 OF THE MANUFACTURER Or THE PAINT. 8. PROVIDE HIRIN5 AND RECEPTACLES AS INDICATED at THE M i 5 � �v. h'A �� p ,;;! 1 4 .,� 1 I � 1, I I 1� ii I i i�,:i 114 t - N 1-11 I j i i� 3 FIN15H OF HARPHARESHALL 13E CAREFULLY PROTECTED AFTER INSTALLATION. IMIMED LY 7� 1 - 11 6g 6t�i&,':'j , 11 q IA HE OHNE �,E, ANY . � I a �� f. i SUCH PROTECTION SHALL M REMOVED ANO THE HAROKWE LEFT CLEAN AND FREE OF DAMAGE. b. SURFACES TO BE PAINTED MUST 13E CLEAN, DRY AND FREE FROM DIRT AND FROST. COVER KMOT5 AND PITCH STREAKS WITH SHELLAC '-1. PROVIDE TELEP14ONE HTRIN19 AND VECEPTAUE5 A5 li�VICATED ON V, . S. ti '�; ,*. v ;Vj.� - j i a m 9 i i ;� I t 4 ,i I i 4 k ,��t t � i I 11'. � .0; ..T.. 41 fq��js g I ! I I , ' A I j �v , e 7 $'! - 14i f -4 . I � I i . �, ! I , . � x N15H SHALL BE REPLACED AT NO ADDITIONAL COST TO THE O"4M OR-ARESM SEALER COWAT113LE KTH FINISH SPECIFIED. ILL RAIL HOLE5 AND MINOR IMPERFECTIONS WITH PUTTY BETPEEN FR5T AND 10� PROVIDE ALL CONTROL HRINa AND THERM05TATS FOR HIVA6 EGUIPM ; 1; 3 , jig �� j , � �. , i 1,4 HARDWARE NTH VAMA67ED ME(,HANI91155 OR F1 I I �. i 11� � , " m%, - � 9 I Ar. ! I . l � A 11 t 5EW�V COAT. COLOR OF PUTTY TO MATCH 5TAINW HOW, � - � � : I 11, I I 1 4 i ! I # . - � �, , A . I - . -, � ; .. 9 I j :1 q. C,OVMW;7 MUST BE COMPLETE. WHEN COLON'.,STAIR DIRT OF UNDIERCOATS940H THROUGH THE FINAL COAT OF PAINT, THEN k,mr, 94ALL 12. PIROVIPE GH40Z WITH CMJFiGAfE OF APMOVAL rROM THE 1 EW YC4 " , .� I . . BE UNFREE) BY ADDITONAL COATS UNTIL THE PAINT 15 OF UNIFORM COLOR AND APPEARANCE AND COVERAGE 15 COMPLETE. THE ELECTRIC HORK, `2'.. ,i 31�" I I � i;"I-` p ....311111.�l?"' � "; 4 flij?;1"i * I ,5 10. &ENERAL I . I I p-,", I �,, y�',4?lj�i�i.t.�",i.-,Yf��l.�,,;,��c,�,�,I 6Y`P5UM WALL DOM) 11 � ii I f, 1:i 11 4 -�'f. 4I qzi 1,�;Z�'ixtA� j��,-01 ��f"-�J ACCE55 POOR5, RE615TER5, PIPES. PXTS,CONVECTOR.5, AND P,Er,M LININS-6,1NLE55 OTPERM5E INDIGATEP, K)ST 13E PAINTED THE .4 l - I; � 4w; ,�JIi ,J'� ,tti �:,.,;!i-4 v�;j ,%� , I , . I ' 'L ALL OYMM BOARD FOR INTERIOR WALLS TO 13E 5/&* THtGK x 48" WIDE.x MAXI�w LENOTH5 P059BLE TO MINIMIZE BUTT JOINTS, SAME AS THE APJOINIW_7 HALLS. Mt5CELLANECV5 4 ,;I i..j; j I_' �jt��I,',�I-;'-1 ilr�,'t'I, 44'-..� �� ," , �;`ri,P' -1 �,,- i ,j!. , ,; EXCEPT USE 50" 'TYPE "X6 IN LOCATIONS AS INDICATED ON THE ORMINSS. ISYPUM BOARD SHALL CONFORM TO A5TM C36. .2 DOORS IN A ROOM MUST BE PAINTED 014E'COLOP, TPJM AND HALL5 M,r::)T BE THE SAME UNLESS 5PEC,IFICALLY REMUZED OTHERN6E. (P .4, H?�� 1�1� f loi ;---i��P;;; , ,�, , I ,%jjj;,"`�Ni- 3!,;4�1�_ . q1�, � -4 , - - I . .,J,,. , , i, ,I i!� J'� ,;rl,, , . j� ALL GYPSUM WALL WAVD %IALL BE OJT 13Y 5GORIN6 AND BREAKIING5, OR 13Y 5AHINS, WORKm FRoM THE r-A(,E SIDE. WHEN cum N& PRIME COATED 0JFF5 AND DOOR 61_05OZ5"T DE PAINTED To MATC44 THE POOR TO MICH THEY ARE ATTACHED.' I. ALL MATERIALS, METHODS or- C0115TRUCTION, rEWR-1ENT AND A%EK u , . ; , r1i .4 -� a 1p�'; I )?-,�l li'�,,,%,v.�k !! Z(p N� 1, .;� ". !!i 't �5 ' - - ;-;111�;, BY 5C-ORIN5, CUT THE FACE PAPER H" A SHARP KNIFE OR OTHER SUITABLE TOOL. BREAK THE 0'(P50M BOARD IN THE'REVER5E MUST 13E PAINTED THE SAME A5 ROOM 14 WHICH THEY OU4JR. BUILDING CME APPLICABLE TO ONE AND TWO FAMILY DHELLIM56 ANSI _( 4 �' j. J��" ,;;( jx� . (P 0 4 A .. .Aid '� ,F,io Ejk, ; , OIRECTtON,OR OJT THE BACK PAr-t-R. .4 PAINT145 46T IWSLUDE RETURNS, K4MHE5, SOFF ITS, M W41(,H FORM A PART OF ADJAC"T WRFAC,E. 2. INTERIOR FINISHES TO BE CLASS *G" OR BETTER, z ." tA x ii-: -11 f iI,1 'W4 i .i � ul -c 141 _! xx A h;:% 17"I'l,�(; . 3. SMOOTH CVT E06d�5 AND ENP5 or- THE GYPaH BOARD WHERE NEGE55ARY TO 013TAIN NEAT JOINTIW.7WEN INSTALLED. SCORE HOLES 3 HAROKARE,ACZE550RIE5, FIXTURES AND 51MILAR ITEMS PLACED PPJM TO PAINTIN55 MUST BE PROTECTED. 3. FLAMMABLE MATERIAL SHALL NOT 13E PERMITTED AS 11450LATION IN U 0� 't Y i i" j., f il�9 -, - * t �;#jj Ili 4 I I I r.. i 3 i I I R I i �-,I i� ,�f�, , , +, FOR PIPES, FIXTURM OR OTHER SMALL OPENIN65 ON THE BACK AND THE FADE IN OUTLINE BEFORE REMOVAL,OR CUT OUT WITH A 5M, 11. ALLOW PAINT TO DRY HAPD, MTPEEN COATS. 4. ARCALHEK ARL'HITECTS, M 54ALL MAKE PERIODIC INSPECTIONS TO 1) 0 4 I�� A�� .i , e A 11 1, A i!�;"sU 4,� 00 _n 1, - o', 9 ,i5i*0 � 4 � , 2, r.� 3E OF MAXI" PRACTICAL LMTH 50 THAT AN A135OLUTE MINIKH WMBER OF END JOINTS OCZW. FIT ENDS GLOSELY, SUIM. THIS 56WIDULE 15 TO 13E SUPPLEMENTED BY THE MAHM-6, CONSTRXTIONI 006UMENT5. .4 E 0 - i �',!,;,o! 12. THE 56HEOULE 1-15TED FLOW A C-ENERAL PAINTINS AND FIN*HIW1 , fj t � 4 i� Y� rA�, t 8'.�A;, I ;t:�".fi 4. BOARDS 94ALL t 2 " s I i), � 'i, _�!r , ; • �� I i, j i IN , i 4 , Wr NOT FORLEI) Toovwv_ I . . FINISH SCHEDULES AID THESE SPECIFICATIONS. 1 5.- CONTRMTOR 15 TO SUBMIT DAR CKWT WITH 510, THE CHART "T'R! a � f? t ��. p - , , I.�-�� ,' ,�- I f � jk%,:4.x-A llz�,A,f (P 4, p �, i - � 5. APPLY WALLBOARD FIRST (HRERE APPLICABLE) TO CEILIN66 AT'RI6+(T ANaE5 TO PRAMIWz7 KelBER5, THEN TO WALLS. WHERE 11,56HEVULE FOP, INTERIOR Strfo6eS- BE61NNING7 AND COMPLETION DATES. .4 ( � I ,j A � I - 1,?-.4�4��!5: ;-, 1 4 :� I A I : .;, t 1'� P�1'5,;'111 , :!t A.-4 KINLLE36AIRD MEET5 PROJEC.,T145-751URFALES, SCRIBE AND CUT NEATLY, .1 6YP" E!OARP HALLS AND GL'65NOT-RECEIVIWv C0VERIW_-6__....._JST COAT - PRIMERff ALE-R 6. WON AKARD OF 810,WNTRACTOR 15 TO PREPARE AND SOMIT H15 C, 4' ! i � �4 1 i,:, � 1'. � I;I i'i i j � �"?, I" FIZAHN&r 4 I ti ; ),I . ,,, �j f ), I 6. HOLD OYMH HALLBOARD F RK'� IN CONTACT HI TH THE MEMBERS WHILE FASTENERS ARE BEINGS DRIVEN. FA5TENM 94ALL 2ND COAT - ACRYLIC LATENFLAT BETI,kEEN OKIIER AND CONTRACTOR (ICID7 EVITM FOR OWNER'5REVIE A 4 I. ! ,�� i �� 2� il';-,; ; I N ." ; 4 1. t �t � A 5 , PRMEED FROM CENTER.PORTION OF THE HALLWARD TOWARD THE EDGES AND END"o'. DRIVE NAILS ANQ/OR SCR" TO PROVIDE .2 6YPWM HALLS IRE(,EIVM WALL UNNIT*5-..-...-..--....---..»..-.-- .�;_- 15T COAT - PRIMM)SEALER 4 I I I.4 t j ,i � I !I A , I , I I � A",�_�AA...-,-,��j A I ? 3 WOOD MM, WOOD DOORS AND OTHER WOODWORK..-, � �- � I" i , , !; , �f HEAP PENETRATION JU5T 13ELON THE 6YP5UM Ek7ARP WRFACE HTHIOLrr BREAK** THE 5WFACE PAIR Of THE GYP5UM BOARD OR _....--_._.....6.........IST COAT - PRIMER/SEALER 0 �- : 9 I I 1 i4 1 !� 5TRIPPIW-7 THE FRAMI" MEMBER MMI) THE 50R15H SHANK. ALL IMPROPERLY DRIVEN FASTENERS SHALL 5E VEMOVEE), 2W COAT - ALKYD ENAMEL 1� V. 9 I I I � � I 1; ; I I I 1. I (,. 'I 1. ALL ENDS AND ED&E5 OF 6yP5UM E3OAiW 5HALL OCCUR OVER FRAH,w-, MEMBER5 OR OTHER SOLID BA(,KING, EXCEPT WERE TREATED SEMI-6LOSS " - - . I A.. . . i � - I I I I I-A - �... .....7,.r i J0fNT5 O&U)R AI I?I&HT AN 7LM TO FRAMIN5 OR FURRINC7 MO�MR!�,. DO JOINTS SHALL BE STAGGKIED AND JOINTS om OPPOSITE 14, AT THE.COMPLETION OF ALL WORK TOUGH UP T4E PAINT W0_Qk-;VE5T0PF fnAW WHERE OAMA6ED OR DEFACED AM LEAVE THE ENTfFZE i M I � i Q- I I i i ,f� . 71,?-T,P- . !, . I . I - . I,- ;- ':v. -,,� � . I 2. -e- ,�- �f . _ ._F. ., . 'g, , SIDES OF PARTITION 94ALL DE- ARRANCE)EP TO 066M ON ALTERNATE FRAMED MEHBEP9. WORK FREE FROM BLEMISHES CLEAN ALL PAINT SPOT5,OIL AND STAIN FROM FLOORS, 6LAS5, HARDkME, METAL WORK AND 51MILAR ! I % A !14,.!�-.,�.':.r-.-; N � � -1 I � ,_1 .11'. . . . �1` . -_�, . I ,I - ; � x I •" 1 .I . 1. 5. FASTENER 5PA(,11,16 SHALL BE c ITEMS UPON COMPLETION, LEAVIN57 WORK IN PERHECT CONDITION. . � :*,- ... ;�,.�. R;a . ,. . I - ; ,, I., 1 .41 1: _p �4 zi 11 . j I I I;: 1-:, a 11 - I - , D 1, T t I m 5TUP5, UE-ANG i*,TYPE "Sm.Sr,REWS�, - --,� -�, 11 *Li;� m t I _1. .1 (6" STUV5PA6ING3, fib" ONCENTERALONOEDOE5ANDO ? � � �,g ,Ij i i z , *: i:F m 1; 11 c 0 ;, I , -_, Z - . N, �p' 1. -e; ;.." ;v 45 TYPE 'k ZEk4 �. , ,...,. ��..Iz 0 � , . I m , I � �I L _z - . .1 � ,2 24" STUD SPAV."IN65,; 12, ON CENTER ALON5 ET' AND ON STUD5. U51k I', 5' %i 5- 1 / � - . -:i 'TH A METAL BEAD ATTACHED TO S(MFZTIW5 CONSTRUCTION HtTH FA5TENER5 �",�, , IiI I I I 1 .1 I I — I � q. PROTECT EXTERNAL CORNERS OF 6YP" BOARD N, FIN15HE5 L- ," � JE I I ------i 1 4 spAcev AT 61, ON CENTER CORNER 5EAT>5 MAY ALSO BE ATTACHED WITH A 6R.IMPINr7 TOOL. . I 10, FIN15HI" 6YF=50-1 50ARD 1. UNLESS OTH-ERN15E NOTED ON THE DRANNS-56, THE OMER SHALL PROVIDE THE FOLLOWING FIN15HE5q OWNER: .1 6Y105LIM WALLBOARD SHALL 13E FINISHED NTH MATERIALS`RECOMMENDED By THE C7YF5UM BOARD MANUFACTUR GAM-TING OR TH05E J CATING AND PADDING; MATMALS WHI(,H CONFORM TO A5TM 6475. NO FINISHIN&OPERATIO 6 SHALL BE COWME0 UNTIL INTERIOR TEMPERATURE HA5 .2 HALL COVIEIIZINC75, BEEN MAINTAINED AT A MINIM(M OF 50 F FOR A PERIOD OF 48 HOURS A140 THEREAFTER UNTIL 11f COMPOUMD5 ARE COMPLETELY . VPJFP. ADEWATE AND CONTINLOJS VENTILATION SHALL DE PROVIDED TO I!W-0ZE PROPER DRYINGS�SETTINI5 OR GUTTING OR THE TAPING AND FINISHINS COMPOLM, FURNISWI69 AND EQUIPMENT 2 JREMOVE AND `KEEP' 6YP" KkLLE3OARP FREE OF PfRT,OIL OR OTHER MATTER THAT COULD r,ALr--E A LACK OF BOND. -3 eRiNa ALL DENTS 4 COJOE5 TO A SMOOTH LEVEL PLANE OF THE BOARD 9)RFAGE. SET THE MEGRAW,AL FASTENERS BELOW THE 1. UNLE55 OTHER45E NOTED ON THE DRAIAII"5, THE OWNN SHALL RRN15H TO THE (,OMTRAC,TOR FOR INSTALLATION FOR THE FOLLOWIN& PLANE OF THE BOAiW. ALL JOINT551HALL BE EVEN. KEEP Ek')A-RD TOkff AGAINST THE FRAMING MEM13ER5. EGUIPMERT AND/OR R)RNI51HIW_r_n I A APPLY THE TAPE PROPERLY EIIIC-R BY APPLYING COMPOLIIND TO THE JOINT OTTERNW,FRESSIN5 IN THE TAPE ATV WIPIN5 OFF THE .1 13ATHROOM VANITIES AND TOP5; mE_% COWOUNO. OR BY MIECAAN16AL TOOLS DES154ED FOR TH15 PROCESS, TAKIN55 CARE TO LEAVE 5JFFIr_,tENT COWOUNIP VVER I TOILET ACCESSORIES. . THE TAPE TO PROVIDE A PROPER BOND OF THE TAPE TO THE BOARD. 2. CONTRACTOR TO PROVIDE AND INSTALL WALL MIRFDQS AS PE_%Rf3E0.0N THE PRAHINS-56. 5 APPLY THE 5Er,mv COAT WITH TOOLS OF S(FFICAENT V410TH TO EXTEND 13EYOND THE JOINT CENTER APPROXIMA TELY 3'. PRAN THE CompouNo DOM To A SMDOT*H EVEN PLANE. AFTER vRYih*OR SETTIN6, SAM THE TREATED SURFACE AS NEEDED To ELIMINATE ANY HI(5H SPOTS OR EXCE551VE W"PaM. . b DRYP*COMPOUNDS "T BE ALLO�EP TO DRY T47UC-4&Y` BETWEEN 5XCES51vE COATS BEFORE 5ANoMv AND THE APPLICATIoN ' . . . OF THE NEXT COAT. . . .1 APPLY THE TH'RP COAT WITH TOOLS THAT PERMIT THE FEATHIERING OF JOINT TREATMENT EDGESApmoximATELY 6- ('ROM THE 1. FLIRMSH AND PLACE ALL ABOVE 6ROUND PIPIN6 FOR GOMPLETE 5ANITAIZlr OL -6- LE(,TION SYSTEM, CENTER OF THE JOINT., AFTER ORYIN6, L16HTLY 5AW THE FINAL COAT TO LEAVE A SMOOTH SURFACE COVERIN&OF THE JOINT, DO 2. FURNISH AND INSTALL. GOM.rtETE DOMESTIC WATER 015TRIBUTION PIPIN5 TAKEN FROM EXI5TIN5 HATER 52RVIGE MAIN OR TAPPED INTO NOT RA15E THE NAP OF THE PAPER WHEN 5AN17INS, EX15TIN67 DISTRIBUTION PIPING. ,6 "YVER ALL FASTFmmz HFAm wTH THREE: wxE95IvE COATS EACH APPLIED IN A PIFFEZENT OIREC,TION, 3. FURNISH AND IN5TALL NEW PLUMBINry FIXnF,E5 AND FIXTtXZE- TRIM AS INDIGATEV M THE PRAHW-7s. .q BACKFILL ALL. CLIT-OUTS KITH COMPOLM U5FV FOR TAPING-7 OR FINISHtN&50 THAT THERE 15 NO OPENIN6 LARG-ER THAT 114* 13ETPEEN 4. IF45TALL ANQ'Ct?fM6T W-K APMIANC,E5 FMIP,IW-j PILLMEN"CONNE4TICt,ri. THE 6YP51.H BOARD AND A FIXTURE OR RECEPTOP, 5. ODORDINATE ALL CONGEALED PIPING, WnERM SLEEVES,ANCHOR-5 AND OTHER OR EM13EDDED I TEW5,50 THAT TH15 WORK 15 PROPERLY ,10 FINIal THE CORNER 13EAD WITH 9=E55NE GOAT5 OF JOINT COMPOUND AS V1W..,GTEu BY THE MAHWA6TIRER,50 AS TO MAKE THE WMPLETED BEFORE GOW�RETE OR PARTITIONS ARE PLACED. I - CORNER DEAD5 FLUSH WITH THE BOARD WRFACE. . I 6. G13TAIN AND SECURE ALL APPLICATIONS FOR SERVICES, PERM I T5 AND FEES REGUR,Ep. I .11 TAKE GARS AS To ENSURE THAT ALL TOOLS,AND CONTAINERS ARE KEPT CLEAN AND FREE FROM FOREIGN MATERIALS. USE ONLY 11. PIPING-1 POTABLE HATER FOR MIXINGS POWERGOMPOUN!'>5 O`RT0 THINK I"REMIXED MATERIALS. DO NOT ALLOW 60HPOUNM TO FREEZE,- J WELON&RA0E POW:STIC HATER PIPING SHALL BEE TYPE K cocpm, sor-T, PROJECT: I 11. PROVIDE KATE,R,RE51STANT SHEETROGK AT ALL HALL SUFZJ=ACE5 AT THE NE-H SATHROOt,16. PROVIDE *PIONDUR BOARD* WATERPROOF ,2 ABOVE GRADE POME5nr, WATER PIPINGS 514ALL BE TYF'r= L HARD DRAWN,SEWILE55 GOPPW TUBING; SHEETROCK AT THE 5HONER AREAS. 3 BELOW eRADE SANITARY.PIPING SHALL BE SERVICE HE16HT CAST "- TAYLOR RESIDENCE .4 ABOVE GRADE SANITARY WASTE AND VENT PiPIN0 5MLL BE SERVICE HEIW CAST fRON PIPE GONFORMIN6 TO ASTM A774. s 13ELoN eRADE 6A5 PIPING 94ALL 13E 56HEV11LE80 STEEL PIPIW7 CONFORMING TO A!5'r7yt A53; ADDITION . TIL9.T---&QQ_R_&m_"6LL b ABOVE 6RAVE OAS PIPING SHALL BE SCHEDULE 40 STEEL PIPIN5 CONFORMIW TO A5TM A53. NOTE, IN A00111ON TO THE ABOVE REOUREMENT5,ALL 6AS nPM5 SHALL CONFORM TO THE-REGVREMa4T5 OF THE LOCAL UTILITY 200 GROVE DRIVE . I. INSTALL ALL TILE WORK in AC4OF,1VAW_,E WITH TWREU)MMENDATION-s or- THE TILE CM4,11- OF AmepicA. COMPANY FURN15HIW.7 THE GAS, . SOUTHOLD, NY 1 19 71 2. LAYOUT OF TILE - . b. FIXTUIRE5 AND MM I Y K6 ER OR EQUIVALENT'. LUMMO .1 DETERMINE THE LOCATION OF ALL MOVEMENT JOINTS PRIOR TO THE START OF THE INSTALLATION. j UNLEE6 NOTED ON THE VRAHW-h,PLUMBIN6 FIXTURES'SHALL BE AS MARFACLREV 0 KOHL ER, PLUMBINGTAX MAP #: 1000-080.00-04.00-019.001 .2 LAY OUT ALL TILE HOW 50 AS TO MINIMIZE CUTTIN& TILE LE55 THAN ONE HALF TILE IN SIZE. FIXTURES TO BE 5ELECTEP BY OWNER. .3 LAY OUT ALL WAII,6WTS To TIE- NEXT FULL TILE BEYOND ACTUAL DIMEN51ON A'S IN01r,ATED ON THE DRAWINC75. .2 TRIM FOR Fwmam f:ixTLRE!5 94ALL BE-AS MANUFACTURED BY MOEN, DELTA OR 52AVALIENT. I I - ,4 ALIGN ALL HALL JOINTS TO 61VE STRAIGHT AND UNIFORM 6ROL)T LINES. PLUMS AND LEVEL. I . 3 PLUMNW7FIXTVRE COLORS AND TRIM FIN15HE5 594ALL BE SELECTED 13Y THE OK eR MOM MAID' FA6TURERS STANDARD COLORS AND 1 .5 ALI&N ALL FLOOR JOINT5 TO lwjjRE Smiart AND UNIFORM 6ROUT LINES, PARALLEL WITH WALLS. WEN U51N(5 TILE SHEETS, MAKE FINISHES. DRAWING TITLE: JOINTS, BEE-Tle%EEN EACA4 SHEET SAME AS JOINTS WITHIN THE SPEET5,50 EXTENT OF EACH SHEET 15140T VISIBLE IN FIN15HEO WORK. 'q, ALL FL"INIS FIXTURES SHALL BE MMMALLY TRAPPED AND V!ENTED,AS VEOUIRED BY ALL APPLICABLE CODES. CAST tRON PIPE .b ALIEN ALL BX!5E JO[NT5 NTH WTH FLOOR TILe AW MLL TILE ,JOINTS, . SHALL CONFORM WITH LOCAL WOE VWMEMENTS, WITH APPROVIEVAOINTS,PIPE 91PPORTS AND CLfARWM 3, ALL EXPO550 EP6E5 OF TILE 94ALL DE 5MOOT14EO AND BE WRE CUT TILE EDGES ARE CLEAN BEFORE IW_17ALLM, 10. FURN15H ALL ITEMS AND LABOR NECESSARY FOfZ THE TESTS i:ZEajpm r3y Tw_ LOCAL AUTHORITY AND THE ADMINISTRATIVE AUTHORITY 4. FIT TILE CAREFULLY AGAINST TRIM, ALSO AROUND PIPES,ELEC,Mr. BOXES AND,OTHER BUILT-IN FIXTURES So THAT E5GUTCHEON5,PLATES HAVIN5 JURISDICTION OVER PI-V-113IN6 kORK. C04SEALED WORK SHALL Va%114 UM OVERED UNTIL ALL RE"ED TESTS HAVE 13EEN SPECIFICATIONS 2 AND COLLARS WILL COMPLETELY OVERLAP W EP6E5. COMPLETED;BUT IF NSC;E55ARY, TESTS ON PORTION5 OF THE WORK MAY BE MADE AND 14E5E PORTioN5 OF THE WORK MAY BE MADE 5. WHEN USIW-? TILE SHEETS,MINIMIZE TEARW 94EET5 APART BY DRILLING PIPE 40LE-5 WITH A HOLE SAW. AND THESE PORTION5 OF THE 1409K MAY BE CONCEALED AFTER BE1145 PROVED 5ATISFACTORY. ALL TE5T5 SHALL BE MADE IN THE 6. 5UPPLY FIRST CLASS WMKMAN5HIP IN ALL TILE WORK. � PRESENCE OF-REPRESENTATIVES OF T14E LOCAL AUTHORITY. REPAtR5 OF VEFECT5 THAT ARE DISWVERED AS A RESULT OF 1. ALL PROOM75()5EP PWI%THE INSTALLATION OF TIES FORK S44ALL BE IN 5T1R16T A(/,ORPAN6E WITH THE MANUFACTLIIIZER15 CURRENT INSPECTIONS OR TE5T55HALL BE MADE WITH NEW MATERIALS. CAULKING OF SMWE-0 JOINTS,CRACKS, OR HOLES WILL NOT BE I I PRINTED IR5TRtr,,TI0N5, I I At'417PTED. TESTS SHALL BE REPEATED AFTER DEFECT5 HAVE BEEN ELIMINATED. b. SETTING W-0 - 11. PIPIN5 SHALL BE INSTALLED To, ALLON FOR EXPAR90N ANE) CONTRACTION HITHOUT,UNDUE5TRAINS OR 5TRE55E5 ON PIFIc, ,KAN15,AN9 SCALE: .1 V:5E THIN SET ORSANIO ADHESIVE METHOD FOR TILE ON 6YP" HALLBOAR'0, CONFORM To AW-4 A106.4. CONNECTED EGI.APMENT, ALLON CLEARANCES FOR THE IN-5TALLATION OF INSULATION AND A(ZE55 FOR VALVES AND FITTINSEx PRWIPE .2 U5E MY 5ET MORTAR mEwcv FOR INSTALLING TILE DIM:5N5*%4ALL'-( 5TABLE cow_RE:TF_ CONFMM To AN51 A1066, MAILINGWELP5 AROUND ALL ripiw-7 PA95mv THRa" PWO 5TUD PARTITKW5. q, TILE SET WITH ADHESIVE- 12. No 5TRK7URAL MEMBER 514ALL BE WEAKENED OR IMPAIRED BY CUTT**OUT NOT644IN65, . .1 qjp COND _( 13, PROTECT ALL PIPING PA55ING3 THPj"H KA,LLS FROM EREAKACiE BY IPROVIOI *PIPE SLEEVES. WHERE CINDERS OR OTHM CORROSIVE .FACE!5 WST ESE STRAIMT AW LEVEL AND IN PROPER ITION TO RECEIVE TILE, - .2 SPREAD AVHI=SrVE HITH 1/16" *V' NOTCHED TM,F-L,LEAVIN9 NO LARGE DEPOSITS. CHECK U)VERACvE OF ADHESIVE TO TILE BEFORE MATERIAL 15 EW-OWERED IN EXCAVATION OF PIPE TREW,HES,ALL FERROUS MIN&SHALL BE PROTECTED WITH A HEAVY COAT OF I 5TARTIN6 TO INSTALL TILE, APPLY-ADHESIVE ONLY TO AREAS AS CAN BE COVERED WITHIN THE OPEN TIME Of THE Ar7HE51\1F. 5ET COAL TAR ENAMEL. . TILES WITHOUT 5LIPM. TAP TILE TO A95URF CONTACT HITHI ADHESIVE. 14. UPON COMMETION OF THE HATER.1015TROUTION $Y5TEM,TEST ALL VALVES TO IWAIRE THEIR FULL OPENINC7 AND FLUSH OUT THE SYSTEM I 10. TILE SET WITH DRY SET MORTAR: , . PROORE551VELY BY OPENING BUILDINGOUTLETS AND PERMITTING' THE FLOW TO CONTINVE FROM EACH LNTIL THE WATER VINE CLEAR. RAWN BY: - .1 SET FLOORTILE5 IN DRY-5ET MORTAR PLACED IN ONE LAYPR APPROXIMATELY 3/32' TRCK. CHINO SUCH I'LLW-7 SH OPERATIGN, THE LOCAL AUTHORITY MAY TEST THE FLOI4 FROM OUTLETS,AND BEFORE FINAL ACZEPTAW,E Of Pis . 2 (DRY-SET MORTAR SHALL BE A MIXTURE OF PORTLAND CEMENT WITH SAND AND ADDITIVES IWARTM WATER RETENTIVITY. THE WORK,MAKE FURTHER TESTS OF OUTLET FLOWS TO MCKTAIN iF THE LINES ARE CLEAR. I ED A,� 3 C-91(m FL00% HiTH SAND-PoRTLAND CEMENT OROA COLOR SELECTED BY OR,F-F, 15. AT THE TIME OF FIRAL INSPECTION OF THE WORK PIERFORMED VWC-R THIS GON-MACT, THE UTILITIES COVERED BY THIS 5ECTIONSHALL BE I w .1 0 . 11. TILE SET WITH CEMENT MORTAR: I COMPLETE IN EVERY iZE9TGT AND IN PERFECT OPE-RATINO,CONDITIGK 'ALL,SLRPLU5 MATERIAL5 OF EVERY CHARAC,TE_RiZE-SULTM. HECKED BY: Q� ' j MORTA:R DW SHALL 13E SET ON A 4 MIL POLYETHYLENE CLEAVAGE WMBRANE. MOFZTAR.5HALL BE COMP05ED Of I PART PORTLAND FROM THE WORK IN THIS SECTION 94ALL HAVE BEEN REMOVED, SANITARY 551M 94AH 13E FREE FROM 5AW,5ILT,OR OTHER X * I CEMENT AW6 PARTS DAMP SAND BY VOLUME AND BY 1 I/4w tM NOMINAL THICKNESS. 005TRI)CTION5. ANY DEFECT5 015COVE� IN THE IMLITiE5 stIe6wmNT To THIS IW-PE(,Tlom SHALL HAVE BEEN URRECTEP. x .2 REINFORCE MORTAR E3E0 WITH 2" x 2- x 16/16 C,Alr--Ir--IAELVED HIRE MESH. , -3 5ET TILE IN PRY-SET MORTAR BOND COAT ON CURED MORTAR BED.- ILE NO.: ,____ -,, A &ROUT FLOORS INITHSAND-PORTLAW CEt-ENT eROUT, DOLOR 5ELECTED 13Y TOE OH ER. HEATIK7 6kR_&9 �_2 �W-j - 12,51ET MARBLE SADDLES IN PRY-SET MORTAR AS SFECIFIE0 ABOVE KiERE ADJA6ENT FLOOR TILE 15 SET IN DRY-SET MORTAg,AND SET . . SADDLES WITH APW--54VE A5 5PEf,TIFIED ABOVE K-eRE ADJA6ENT FLOOR TILE IS SET XITH AC)HESIVE. I. EXISTING HEATINO SYSTEM TO BEEXTENVEV TO NEW AREAS. r 13. GROUTINO AND GLEANING: . . 2. MECHANICAL GONTRALTOR 15 TO 5LIRVEY ALL EX15TIN& CONDITIONS. ISEW-RAL CONTIRACTOR SHALL (ZORDINATE THE OTHER TRADES 'ROJECT NO.: DRAWING NO. J F=OW CIROUT MAM W FALRER15 CUFVfNT PRINTED MMLTION5. KITH THE MECHANICAL CONTRACTOR. . - . . :2 REMOVE ALL GROUT RAZE AND OD5ERVE GROUT MANWAC,TURE-R'5 RECOWMATION5 AS TO THE 116E OF ACIO AND CAEMICAL 3. HEATING UNIT 15 To MAINTAIN INDOOR TEMPERATLRZE OF 70*F WHEN OX51DE TEMPERATLRE 15 OOF RT14 A HIND OF 15 MPH. MAINTAIN T5°F xxxx CLEANEIR5. .1N[)OOFZ AIR TEMPERATURE 114-EN OUTSIDE AR 15 q5wF. IN50E RHIPITY LEVEL.. AG(4RDAW,E WITH ASHR.EA STARVARLP5 WHEN OUT51DE - -9 RIW51F TILE R)RK THOROU6f4LY HIT14 CLEAN HATER BEFORE AWE) AFTER 05E OF CHEMICAL CLEANERS. HUMIDITY 15 45%R14. . ATE: A-602 4. GONTRAC,TOR TO VERIFY THAT THE EX15TINS-5, HOT HATER HEATER 15 CAPABLE OF HAIVLM THE ADOITIOKAL LOADS REGMED IN THIS x\xxxx WORK. X�X