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TOWN OF SOUTHOLD BUILDING DEPARTMENT H 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 #: 48679 Date: 1/3/2023 Permission is hereby granted to: Quinones, Karen 900 Yennecott Dr PO BOX 211 Southold, NY 11971 To: construct interior alterations to existing single-family dwelling as applied for. At premises located at: 900 Yennecott Dr, Southold SCTM #473889 Sec/Block/Lot# 55.-6-7 Pursuant to application dated 10/21/2022 and approved by the Building Inspector. To expire on 7/4/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $421.20 CO-ALTERATION TO DWELLING $50.00 Total: $471.20 B "dLnspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT 'u Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone (631) 765-1802 Fax (631) 765-9502 htt x.01 �hldtwo II Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Jq Building Inspector; _/1 Z "T Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: i o-to- ZZ 0 ii OWNER(S),OF PROPERTY: Name: �"IlCl4At7L Poop ILCTM# 1000- SS_ 7 Project Address: Qoa Yc->-11JEG o-r r p 5aoT14aGD - 1-1 i -1/1 71 Phone#: Email (,+q6 �$�3 3 9`7 M 1C44AEL RoPi "7E� c� .NAIL ,Coo'q Mailing Address: Ifoa YGFI,ic- 1>CIvE So--, c> r1,f 11971 11101 /. Name: MILL Pte, Mailing Address: q(Oo �(G�I,c/�=cow 17RiJE , 5up,-J4&,-D ; '11 111771 Phone#: 64to-- 19:3- 3587 Email: 141G14ACI-i7oDD"7w6' 64A DESIGN PROFESSIONAL INFORMATION: Name: �_- 2 44 _Acc-fr o - Mailing Address: '705- %Z&,,,,1©K-6 ,A.,16t406 IZWe57CI4.6 �D Y 1 f`o - Phone#: Email: CONTRACTOR INFORMATION: Name: fo, C-�v�c�lE2 r'�612Fo�.u��1 �Oc Mailing Address: Phone#: Email: DESCRr'PION OF PROPOSED`CONSTRUCTIO,N r ❑New Structure ❑Addition Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ IV,-,0410 L292 Will the lot be re-graded? ❑Yes FK0 Will excess fill be removed from premises? Dyes 19,410, 1 0 PROPERTY INFORMATION Existing use of property: " Ml pITIJ�t. Intended use of property: iZG—S.1 ID�HTlb��- Zone or use district in which prernis+ s is situated: Are there any covenants and restrictions with respect to this property? DYes 1]3�14o, IF YES,PROVIDE A COPY. 0 Check Box After Reading: The owner/contractor/desk"P►°fessional is responsible for of drainage and storm water issues as Provided by Chapter 2M of On Town Code.APPLICATION IS HEREBY mADE to the Bwidmg Department for the issuance of a Budding Permit pursuant to the Building zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulatiomm for the construction of bulldhNM additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable taws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein ars punishable as a Gass A misdemeanor pursuant to Section 210AS of the New York State Penal law. Application Submitted BY(print name : "~ /Authorized Agent Downer Signature of Applicant: Date: I'0 22-U STATE OF NEW YORIQ SS: COUNTY OF being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief,and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this ,��day of O � .20 CONNIE D.BUNCH Notary Public Notary Public,State of New York No. 01BU6185050 osis;Ptd in Suffolk County PROP:RTY' WN'ER AUTHOR(ZATiON t, as on .expires April 14, ff(Where the applicant is not the owner) 1, COP2 residing at Too YL-4d ' Tl 7yiv S� o..p do hereby authorize to apply on my behalf to the Town of Southold Build g Department for approval as described herein Owners Signature Date Print Owners Nano Generated by REScheck-Web Software ComplW ance Certificate Project Rodd Residence Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg. faces 0 deg. from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 900 Yennecott Drive Mike&Lauren Rodd Jeff A.Zahn Southold, NY 11971 900 Yennecott Drive Jeff A.Zahn,Architects, P.C. Southold, NY 11971 215 Roanoke Avenue 1.646.853.3587 Riverhead, NY 11901 michaelrodd78@gmail.com 631.727.0544 jazcad@msn.com Compliance: 4,3%Better Than Code Maximum UA: 209 Your UA: 200 Maximum SHGC: 0.40 Your SHGC: 0.31 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assembfies Ceiling 1: Flat Ceiling or Scissor Truss 583 30.0 0.0 0.035 0.026 20 151 Ceiling: Cathedral Ceiling 492 21.0 6.0 0.037 0.026 18 13 Wall:Wood Frame, 16"D.C. 1,262 15.0 3.0 0.061 0.060 64 63 Orientation: Unspecified Door: Solid Door(under 50%glazing) 20 0.300 0.320 6 6 Orientation: Unspecified Window:Wood Frame SHGC: 0.31 195 0.290 0.320 57 62 Orientation: Unspecified Floor:All-Wood joist/Truss 1,059 30.0 0.0 0.033 0.047 35 50 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed it the REScheck Inspection Checklist. Name-Title Sig'nat a Date Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 1 of 9 REScheck Software Version -. REScheck-Web Inspection Checklist Energy Code: 2018 IECC TUMUNAUMV 11 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 y I Plans Verified Field Verified # Pre-inspection/Plan Review Value Value Complies? Comments/Assumptions &Rer�.ID 103.1, Construction drawings and ❑Complies 103.2 documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the o. building envelope.Thermal ❑Not Observable m envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies 103.2, 'documentation demonstrate ❑Does Not 403,7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment isHeating: Heating: ❑Complies 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr :[]Not Observable approved by the code official. :[:]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 IMedium Impact(Tier 2) 3 1 Low Impact(;Tier Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 2 of 9 " Section # Foundation Inspection Compile s3 Comments/Assumptions 303.2.1 A protective covering is installed to ❑Complies [F011]z protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑ grade. , Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system controls'❑Complies [FO12]2 installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact('Tier 2.) 3 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 '❑Not Applicable 303.1.3 U-factors of fenestration products ❑Complies [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ;taken from the default table. ❑Not Observable []Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies [FR23]1 .instal'led per manufacturer's '❑Does Not instructions. ! ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that Is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/i.5.2/A440 or has infiltration rates per NFRC []Not Observable 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 iSupply and return ducts in attics 'Dcampl(es [FR12]1 :insulated>= R-8 where duct Is ❑Does Not w>=3 inches in diameter and >_IVV ❑Not Observable ;R-6 where<3 inches.Supply and; return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 'for<3 inches in diameter. 403.3.2 Ducts,air handlers and filter ❑Complies [FR13]1 boxes are sealed with ❑Does Not y joints/seams compliant with International Mechanical Code or ❑Not Observable ,'International Residential Code, as: ❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as ❑Complies [FR15]3 ducts or plenums.. ElDoes Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies ; [FR17]2 above 105 QF or chilled fluids :❑Does Not a� below 55 QF are insulated to>_R- 3 j❑Not Observable ❑Not Applicable ' 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 piping, ;❑Does Not : ' ;❑Not Observable r ❑Not Applicable ' 1 403.5.3 ;Hot water pipes are insulated to I R- R- 3 Complies [FR18]2 4>_R-3. : : `Y.❑Does Not ;❑Not Observable n ❑Not Applicable o 11 High Impact(Fier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 4 of 9 section Plans Verified Fleld Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 403.6 Automatic or gravity dampers are ;,❑Complies [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier ) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 5 of 9 -T Section ^Plans Verified ied Value Value � p Field VerifLCompments/Assumptions & Re ID # Insu anon Ins ect�on 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable _ ❑Not Applicable 402.1.1, Floor insulation R-value„ �R-- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor insulation installed per ❑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 contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall Mass Mass []Not Observable [IN3]1 exterior,the exterior insulation requirement applies(F 0). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN431 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) J3 1 Low impact(Tier3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel [-]Not Observable 1402. 6 [Fl1]1 ❑ PP Not Applicable FIlI 303.1.1.1, 'Ceiling insulation installed per ❑Complies 303.2 manufacturer's instructions. ❑Does Not [F12]1 •Blown insulation marked every 300 ft2. ;[:]Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 'Attic access hatch and door R- R- ❑Complies [FI3]1 'insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 'Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI17]1 ,ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. []Not Observable ❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [FI27]1 ;determine air leakage with ft2 ft2 []Does Not either: Rough-in test:Total ,leakage measured with a ❑Not Observable pressure differential of 0.1 inch []Not Applicable w.g,across the system including ; ;the manufacturer's air handler I enclosure if installed at time of l ;test. Postconstruction test:Total leakage measured with a ;pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F14]1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air j handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ;❑Not Applicable occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ❑Complies [F12411 by manufacturer at<=2%of ❑Does Not design airflow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [FI9]2 installed for control of primary ❑Does Not :heating and cooling systems and initially set by manufacturer to []Not Observable :code specifications, ❑Not Applicable I 403.1.2 "Heat pump thermostat installed ❑Complies I [FI10]2 ;on heat pumps. ❑Does Not r ❑Not Observable l ❑Not Applicable 403.5.1 Circulating service hot water ?❑Complies [Flll]2 ;systems have automatic or fboes Not l accessible manual controls. ❑Not Observable u ❑Not Applicable l 1 JHIgh Impact(Tier 1) 2 Medium Impact(Tier 2) 13 ',Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 7 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Re .ID 403.6.1 All mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1, ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies [FI26]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water []Not Observable ;temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not ;system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system 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 is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies [FI29]2 comply with IEEE 515.1 or UL ;❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable ',heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 1403.5.2 !Demand recirculation water ;❑Complies ; [F13012 systems have controls that ;❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable r .water entering the cold water ❑Not Applicable :.pipingto<= 1049F. 403.5.4 'Drain water heat recovery units ❑Complies [FI31]2 :tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable ;recovery units < 3 psi for ;❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers. 404,1 90%or more of permanent ❑Complies [FI6]1 'fixtures have high efficacy lamps. ❑Does Not ❑Not Observable []Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. ❑Does Not []Not Observable ❑Not Applicable 401,3 ;Compliance certificate posted. ❑Oomplles [FI7]2 ;❑Does Not ;[]Not Observable ❑Not Applicable 'a 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact.(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 8 of 9 -T Section Plans Verified I Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &Re .ID Value Value 303.3 Manufacturer manuals For ❑Complies (1`I18]3 mechanical and water heating ❑Does Not systems have been provided, ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Rodd Residence Report date: 12/29/22 Data filename: Page 9 of 9 2018 IE,CC Energy { Jkp'A'c1'..f f f 1 Wi"id,Nom" e c Certificate µ IMEN ip9 dq oM6 N9V Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): =" I-IN i Window 0.29 0.31 Door 0.30 ff-MMMIZIMMIM, M, Heating System: Cooling System: Water Heater.° NEMMUMMM Name: Date: Comments Torn Hall Annex Telephone(631)765-1802 54375 Main Road & Fax(631)765-9502 P.O. Box 1179 � ` Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: Owner: _Mfe-14^ �= POP C> Location of Property: 4oj> t44C -001vg 5ooCN®Lr> Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Z Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered rood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: r7 ivarTe (person a'tatlmitti IS form): ,+ ;° ► Capacity(check appli ble line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 N tp J 5j �- •� afol oilI Ul to, -7 Qo i ---� � 9 �'•+ Vi. � .� w V LIQ @ ; 1:C.. ml APR 2 41996 ---.._.__......._.._...-----_.. -.... .._...� ..._., -_........._....—....___ ®t.C3G.DEPT. TOWN OF�Ot9'PNQI.Q _.. '� ObC}21 '1.11M1ft i �, 94'951 1'S L Eli rn 'p <f Q q v Ln 3 � ... Z �tinrr+r�taeIL a IOU 010 ui W$ a N 1 Nif !' LO'691 '3 CX lt.VN c) u W i oFI- N t_ SS c 0 -ILL JLIR lu JL JL N S C 0 N DOC k,) -IV_ _l!L _2LUe� /1,03 zmlpl� &. TANK, L%.u% M) G3(DGAHQ)yA QW[EMUIR 6�3�0�7��7oO�a a JIL IL 11L -ill _AL E JiL A -IL 11L 0 JLI 0 ILR I JL s D N C RODD %1"/_ CMERS , C,7 I NFC �vIA7I ON 5U I L I N0 7M N7 $ C.,0r;� 5 : `��. , Rwst_ ,p.ay• OWNER'S NAME: MICHAEL ROOD ADDRE55: 400 YENNEGOTT DRIVE 5OUTHOLD, NY Ilcill NOTE: ALL 60145TRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN OF PHONE: 646-&53-355 7 SOUTHOLD AND THE FOLLOWING: Ccs�c fl fl l�o EMAIL: MI GHAELRODD78®GMAI L.COM c�JU�J IS THIS APPLICATION/ PROJECT WILL GONFORM TO THE 2020 RESIDENTIAL GODE OF NEW YORK STATE �I � I OI�1 � ® 55lONAL 57A7 � I 7 ENGINEERED STRUCTURAL 6OMPONENT5 AS PER ASCE 7-10 10-7-22 155UED FOR PERMITS GOOE COMPLIANCE: CONSTRUCTION. THE5E PLANS HAVE BEEN THE AND FOR I O� ® C®� A I C INFORMATION HEREIN 15 CERTIFIED BYYETHEDER L STED D�ICN PPROFE55IO AL AND IN20 RE51DENTIAL CODE OFY5.COMPLIANCE ALLIWIE H THE FOLLOWING: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFE55IONAL JUDGMENT, 5U6H PLANS AND 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES 5PEGIFI6ATION5 ARE IN COMPLIANCE WITH THE CURRENT NYS ENERGY CODE. 2. 2020 NYS UNIFORM CODE SUPPLEMENT 3. 2020 I EGG 4. ENGINEERED STRUCTURAL COMPONENTS PER ASCE 7-10 4 tongC„..t �I®� 5 5. HOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY FAMILY DWELLINGS I � F:;~:� :~{ THERE SHALL BE NO DEVIATION IN CON5TRUTION PRECTIGE FROM THE REGUIREMENY5 OF THESE DOCUMENTS. �0n��ter 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY MATERIAL5 SHOWN AND 5FE61FIED ON THESE PLANS HAVE BEEN 6HO5EN BASED ON PREFROMANCE DATA AND G~ecc 0o�.��_c'a-s ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY RESPONABILTY OFRTHE CONTRACTOR�O VALIDATEN5. AND STHE COMPLIANCE W5TITUTION5 HILL �H CODES AND ME THE ETESTING INCONSISTENCIES TO THE ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING PROCEDURES, INCLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TE5T RE5ULT5, ETC. CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF LL0 � L (��.1®'�5 ® 57RUG`�. MENfi5S SUCH NOTIFICATION HAS NOT BEEN GIVEN. (r,4a�e 1F301.?) 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR STRUCTURAL MEMBER ALLOW. DEFLECTION FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED CEILING ATTACHED TO L/180 T) RAFTERS C F WORK SHALL HE LE yCfi°�GOl`� 3. ALL PHASES REQUIREMENTS COURREENTLY USEDBYTOHEMCITOY,TSTATEPFEDERALBUILDING LOCALLCODE ORD NAND A CESEHSABVINIGY INTERIOR WALLS AND PARTITIONS H/180 JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY FLOORS AND PLASTERED CEILINGS L/360 c°i�pc CODE DISCREPANCY PRIOR TO CONSTRUCTION. ALL OTHER STRUCTURAL MEMBERS L/240 �er�c 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE EXTERIOR WALL5 WITH PLASTER OR 5TU660 H/360 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL EXTERIOR WALL5 - LOADS VATH BRITTLE FINISHES L/240 DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS 900 Yennecott Dr, EXTERIOR WALL5 - LOADS HN FLEXIBLE FINISHES L/120 y�00n00jrDr Ycnn�cottpr SOGt?To'u,P'IY 11971 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO fF` INSTALLATION OF WORK. NOTE: s- 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY L=SPAN LENGTH, H= SPAN HEIGHT. I"nI!ur= H,I A. THE SHALL BE PERMITTED TO BE TAKEN A5 0.7 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF _. PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC DETERMINING DEFLECTION LIMITS HEREIN. STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND 0 ¢' oS`a�c0` FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY GLIM,4TIG SND GEOCR�►PHI� 1�ESICN GRITERI>�T�4BLE BASIS. 8301.20) (SUFFOLK COUNTY) W w of\OleV r�� 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE FLOOD AIR FREEZING MEAN U < } STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. SNOW TOPOGRAPHICAL SPECIAL WIND-BORN DESIGN Weatheri Frostliee DESIGN BARRIER ANNUAL 3 LOAD SPEED(MPH) EFFECTS WIND DEBRIS Termite HAZARDS INDEX l K_ REGION ZONE CATEGORY TEMP REQUIRED TEMP f1 P'.?R'Rli'a iw^`ai�G'tai I s 8. CONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES1milefrom coast F7 B SEVERE BOF 3 FT BFG w !-1 20 130 MPH NO NO MODERATE 51Lu AND SHALL RECORD ALL ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. TOHEAW SEE BELOW YES NO 599 H F- 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. MANUAL J CRITERIA < O Q 00 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATING TEMPERATURE W Lu T HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE Z FACTOR TEMP COOLING Z 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION 108 FT 41'N 15'F 86'F 1.00 70'F 75'F 55'F n WITHOUT COMPROMISING THE QUALITY OF THE WORK. COOLING TEMPERATURE WINDVELOCITY WIND VELOCITY COINCIDENT F-� DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY DIFFERENCE HEATING COOLING WET BULB M12. ALL NEW WORK SHALL CONFORM TO LOCAL, STATE & ADA CODES. 11'F 15 MPH 7.5 MPH 72'F MED]UM(M) 40% 32 GR@50%RH I--i O Q SCALE: NTS 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED CLIMATE ZONE IS 4a Q FOR SI: POUND PER SQUARE FOOT=0.0479 kNAn.02,1 MILE PER HOUR=1.609Io M -y- CONTRACTOR. a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFYTHE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALLBE 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS INCLUDING THE NOTES FILLED IN WITH WEATHERING INDEX(ie.,'NEGLIGIBLE','MODERATE'OR'SEVERE')FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURERR3012(3)] �I THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C 34,C 55,C 62,C 73,C 90,C 129 C 216 OR C 652. t(1 CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH b. THE FROST UNE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403,1(1).TPE JURISDICTION SHALLFILL IN THE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING < Q DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF BELOW FINISH GRADE. ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT c HTHE JUR AS SHALLRY OF FILL IIN THIS ❑❑PARTOFTHETABLEWITH'VERY HEAVY','MODERATE TO HEAVY",OR'NONE TO SUGHT*IN ACCORDANCEWITH FIGURE RR3Dl.2(6)DEPENDING ON WETHER THERE OO L THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT d. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH'MODERATE TO SEVERE','SLIGHT TO MODERATE'OR'NONE TO SUGHT-IN ACCORDANCE WITH FIGURE RR301.Z7)DEPENDINGON WETHER f SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO THERE HAS BEEN A HISTORY OF LOCALDAMAGE. CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND e. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WIND SPEED FROM THE BASIC WIND SPEED MAP FIGURE RR301.2(4)].WIND EXPOSURE CATEGORY SHALL BE DETERMINED ON ❑❑ PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THEREFROM. SITE-SPECIFIC BASIS IN ACCORDANCE WITHRR301.2.1.4. OZ tUtn 1. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH SEISMIC DESIGN CATEGORY DETERMINED FROM RR301.221. g. THE JURISDICATIONSHALL FILL 11NTHIS PART OFTHE TABLE WITH(A)THE DATE OF THE JU RI SDI CTION'SENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE O OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFM,OR OTHER FLOOD HAZARD MAP ADOPTED BYTHE COMMUNITY,AS MAYBE o AMENDED. h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. WINTER DESIGN TEMPERATURE: 0 9 • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCYSHALLBEPROVIDED WITH ANINDOOR TEMPERATURE OFNOT LESSTHAN68'FAT APOINT 3FEETABOVE THE FLOORONDESIGN HEATINGDAY pLOdCC�4#o R v 2236 • SYSTEM DESIGN SHALL BE BASED ON MAX 72'F HEATING,MINIMUM 75'COOLING • DEGREE DAYS(NY LaGUARDIA)4811,WINTERDESIGN TEMP I5•F,DRYBULS89'F,WET BULB 75`F(2020IPC APPENDIX D) 00 • AS PER NYSBC 2020 CHAPTER 16 SECTION 1609AND ASCE 72016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESSISB • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND �Q� ��d[�o PROJE6T5-2236 T-I.DWG C DWG. INITIAL LATEST ISSUANCE NO. DRAWING TITLE ISSUANCE REVISION NO. DATE 0 T-1 TITLE SHEET 8 EX15TING FLOOR PLAN 10-7-22 so W9Y 0 N-I SPECIFICATIONS 10-7-22 U 0 7 A-1 NOTES $ DETAILS 10-7-22 A-2 REMOVAL PLAN 8 NOTES 10-7-22 UO' CTUO' BER 7 , 2022 A-3 PLAN 10-7-22 A-4 SECTIONS 10-7-22 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. A. ROOFING: B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURERS INSTRUCTIONS. D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 3. EAVE FLASHING: SEE NOTE B-4, BELOW. 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. uluip Lao �L°aCz1[n�9 La000Lao AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: QnMnITIEW B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT Mg K@/RI 1(Dm LaMLG]M� CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4.. BEHIND WALLCOVERING. nowigG3G iulo9 mw ��m E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. 6��077��700�4 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEED REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THIEEDGE THOETWORKO OR, AHDISSHALLANCY EXISTS HE SHALL BE RESPONSIBLE FOR THEOMPTLY SAME ANDSFY AMEANYH INDIRECT RESULTS OFE ARCHITECT, IN INHIS A CTIOON.RE PROCEEDING WITH MENIIMUM AMOUNTRED BUT T OF NECESSCHECAKING, COMPARABLE WITH LUMBER MAY BE IA R LN DRI ED SO CEK ER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A THE C. ATTIC EVENTILATION:AVE UP E ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. 2Daf�o 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, f-D A/Z WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL S NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. <(`` �� A- 2q� PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=1 1.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General ...,4¢ I 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2" FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY ; a TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A ' AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR O " PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 0".F'.�� a � � � .--- -- 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR S 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: K, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 2. JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIN. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM SHALL HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOTA PART OF THE PROFESSIONAL SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE BOLTS IN WOOD FRAMING: BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. D. RESIDENTIAL CODE OF NEW YORK STATE. 1. ALL WASHERS BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MA_LEABLE IRON WASHERS OR STEEL PLATE ���n n�❑ 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP 2. ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE �J DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, 2. STEEL PLATE WASHER SIZES SHALL AS FOLLOWS: " WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 10-7-22 155UED FOR PERMITS FLOOR TRUSSES, STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED A. 1/2 AND 5/8 DIAM. BOLTS - 2-11//4 SQ. X 5/16 NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20", AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR GONSTRUGTION. COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16 LARGER THAN DIAMETER OF BOLT, WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS: POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 1. SHALL BE OF STRUCTURAL GRADE STEEL. 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE DIVISION 9 - FINISHES 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12" O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24" O.C. STAGGERED. CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS, JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 4OPSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 10PSF. DECKS: 40PSF. ATTICS WITHOUT STORAGE 10PSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 200PSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS. 6. FIRE-RESISTIVE CONSTRUCTION: CEILINGS AND W 14. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE LLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED CONSTRUCTION ACCORDING TITI THE GARAGE DESIGN SPECIFIED WALLS THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS TO UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) PROJECT IS BEING BUILT. ENDS OF MEMBERS. DIVISION 15 - MECHANICAL 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS: EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 1/3 THE DEPTH OF THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. PROVIDE #4 REBAR AT 2'-0" O.C., 1'-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-0" INTO FOUNDATION WALL. 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO J. BRIDGING AND BLOCKING: 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEER pF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL 3.OF WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT F THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQJATE LATERAL SUPPORT IS NOT OTHERWISE B.OOPLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 - CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6 MINIMUM BEARING FOR EACH 4 OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. 0 ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE z © 28 Days (PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK FOOTINGS 3,000 1/2'1_111 4;t 1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X10 PERFORMED BY OTHERS. w O LLI 0 SLAB-ON-GRADE 2,500 1/2"-1 4"±1/2 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X12 3. INSTALLATION: V �-- > Ld WALLS 3,000 1/2"-1" 4"±1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. ~J Q -� GARAGE SLABS & EXTERIOR SLABS 3,500 1/2"-1" 4"f1" w/ 5% B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. m AIR ENTRAINMENT L. PLYWOOD: " " PTS �/ Q }- z 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRACED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12 ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES Fn-�-i W z CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN F--i i•- 1 q 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. M-I I- q BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. �/] -� ED -i Q 3. ALL REINFORCEMENT, ANCHOR BOLTS, 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. �T� PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND W w = (/l 5. NAILS SHALL BE PLACED 3/8 MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMI M NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TO A LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS >, z SHALL BE 1 1/2 FOR 8D NAILS AND 1 3/8 FOR 10D NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. z B. REINFORCING STEEL: 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT ^ W 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & OR CELLAR. (� z >- 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: I---I � O H 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 O m H BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING U SCHEDULE Q W 2. LAP PLATES AT ALL CORNERS. 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) n INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: Q � 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING ' POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER'S RECOMMENDATIONS. oo O DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 0. FIRE STOPPING: 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2 z0 LT] 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. @°D A. FOOTINGS: 3" P. ALIGNMENT: B. BEAMS AND COLUMNS: 2" 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) ( )3 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) D. WALLS - 1 1/4 AT INTERIOR FACE: 3 AT EXTERIOR FACE. pG�OJCC�4#o 2236 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TO Q. PARTITIONS: @MD P0[IDo PROJEGT5-2236 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 1. GENERAL: N-I.DHG 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. THE ARCHITECT. B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0 DG3Q�0Lv]c�#g 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SLAB AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF T"PE LUMBER SPECIFIED. 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER RECOMMENDATION. MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. ((ml m c�JW15�v L1VOoo 2 of b s TABLE 3.1 FASTENER SCHEDULE FOR 5TUGTURAL MEMBERS �` � ( �� sl I I�®� /R " JOINT DESCRIPTION NUMBER AND TYPE OF NAIL SPACING R M `� FA5TENER ROOF FRAMING Rafter to Top Plate Toe-nailed 3-bd per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH Cetlin Joist toTo Plate Toe-nailed 3-bd per oist STRUCTURAL GRADE NO. 2 OR BETTER. Geilin Joist to Parallel Rafter Face-nailed 4-I6d each lop2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Ceilin Joist Las over Partitions ace-nailed 4-I6d each la 3. ALL SHEATHING TO BE AP.A. RATED, EXPOSURE I, I/2" MIN. THICKNESS. Collar Tie to Rafter ace-nailed 4-6d er tie PERIMETER PANELS AT E06E OF ROOF d WALL CORNERS TO BE NAILED ® 4" O.G. Blockin to Rafter Toe-nailed 2-Sd each end ALONG EDGES d 6" O.G. IN FIELD W/ SOLID BLKG. UNDER ALL SEAMS. Rim Board to Rafter End-nailed 2-16d each end 4. USE SOLID BLOCKING OR X- BRAGIN6 BETWEEN ALL JOISTS ® 5'-0" MAX. 5PACIN6. Q���04��4 WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS d PARALLEL PARTITIONS. To Plate to To Plate Face-nailed 2-Ibd er foot 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL T Plate at Intersections Toe-nailed 4-I6d oints -each side CONNECTORS BY SIMP50N (OR EQUAL). 2� LOoLaGI]�C3m Q�IEaMC Stud to Stud (Fterseclled Ibd 2 1 O.G. RDWIRN 1EEQDg HIRM�7i X700 n fI 0� Header to Header Face-nailed 2-Ibd Ib" oz. olonQ ed es I NO I N 5q Too or Bottom Plate to Stud d-nulled 2-I6d Iper 2x4 stud 3-I6d er 2x6 stud � 4-I6d er 2xb stud ��L=J�o WINDOWS /5L. GL. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ Bottom Plate to Floor Joist,Band oist,End otst or Blockt ace-nailed) _276a 1per foot INSUL. 6LA55, IMPACT RESISTANT 4 DE516N PRESSURE RATED AS REQ'D FLOOR FRAMING BY CODE ,QR USE: STRUCTURAL PANELS FOR STORM PROTECTION- PROVIDE PRECUT, PREDRILLED PLYWOOD, 1/I6" THICK. Joist to Sill Top Plate or Girder Toe-nape 4-Sder otst INCLUDE ATTACHMENT HARDWARE: Brid in to Joist Toe-natle 2-bd each end 2 I/2" NO.S WD. SCREWS ® Ib" O.G. F/ SPANS LE55 OR EQUAL 4 FEET Blocking to Joist Toe-Walled 2-bd each end ® 10" O.G. F/ SPANS BETWEEN 4 +€ 6 FEET, Blocking to Sill or Too Plate oe-nailed) 3-16d each block Led er 5tri to Beam Face-nailed 3-I6d each joist AND 0 12" O.G. F/ SPANS BETWEEN 6 d 8 FEET. �r Joist on Ledcler to Beam Toe-nailed 3-8d -per foist Band Joist to Joist (End-nailed) 3-I6d per oist BUILDER TO VERIFY d CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to Sill or Top Plate Toe-nailed 2-Ibd iper foist WITH OWNER. I ROOF 514MATHINS OPTION. PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH STRUCT. .. Structural Panels bd 6, edge /b" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT o ry p �i FROM WEATHER, ETC. (VERIFY DETAILS) 2 x b RR @ I6 O.C. 51MP50N LSTA 30-18GA. Dla onal Board 5heothln I"xb" or 11x8" 2-6d er support RIDGE STRAPS AT EA. I"xl0" or wider 3-Sd per support TYP. 8001=1NG RAFTER. CEILING SHEATHINGC L I M T I C 4 ®O A P H I C sum Wallboard 5d coolers __T-_71' edpe, 10" field/ I" MIN. AIRSPACE ABOVE INSUL. / \ WALL SHEATHING � 5 I O I C 17 I A b,,O!G �,, DOWNo IES AT n n Structural Panels 8d b" ed e / I lel Fiberboard Panels BETNEEN RIDGE AND -7/16" bd 3" edge /6" field AMERICAN FOREST AND PAPER ASSOCIATION (AFS PA) 1/2" 6.W.B. CEILING JOISTS. 25/32" 8d 3" edge /6" field WOOD FRAME CONSTRUCTION MANUAL FOR sum Wallboard 5d coolers -7" ed e / 10" fieldR-6 1" RIGID INSULATION Hardboard ad 6" edge / 12" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) + + + + 10-1-22 15SUED FOR PERMITS Particleboard Panels 8d b" edge / 12" field R-21 + + + + 4 CONSTRUCTION. Dia onal Board 5heathing INSULATION 11x6" or 1"x8" 2-bd per support GROUND SNOW LOAD 30 P5F 11x10" or wider 3-Sd er s ort FLOOR SHEATHING WIND SPEED , SOUTHOLD 130 MPH (3 SECOND GUST) Structural Panels WIND EXPOSURE GATE60RY B ( SUBURBAN, SEMI-WOODED) I" or less bd 6" ed e / 12" field SEISMIC DE516N CATE60RY C gireoter than " IOd 6" ed e /6" field OlocIonol Board Sheathing WEATHERING AREA SEVERE I"xb" or I"x81 - per support I xlo' or wider 3-84d per support ICE SHIELD YES ROOF SHINGLES I FROST LINE DEPTH 3'-0" I Gaiv.stl. min. 12 ga. shank w/a min. 3/8" dio. head. fastener shalt penetrate TERMITE AREA MODERATE TO HEAVY I N5UL, " AF7E Asphalt roof shingles through the roofln materials and a min. of 3/4" into roof sheathingand shall I roofing manufacturer and provide no less than 4 fasteners per strip shin Ie. DECAY AREA SLIGHT TO MODERATE 1 Nailing requirements are based on wall sheathing nailed 6" on center at the panel edge. If wall sheathing is nailed WINTER DES16N TEMP 11 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. s Wien wall sheathing is continuous over comected members,the tabulated number of nails shall be permitted to be ® ppp��� `_NCE N O T 5 reduced to I-16d nail per foot. REFERTE R302A Wall and ceiling Finishes not including trim, door, and window Frames shall have a flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a smoke-developed index of not greater than 450. ` l ,® recessed 4 Combustible insulation shall s, separated a minimum of 3 inches From 11�VI, ll��l recessed lighting fixtures, fan motors, and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting installed in the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements OF Section N1102.4.5 two family dwellings, the 2001 Wood Frame Construction Manual and the ASCE-1-05. R30b Glazln at hazardous locations shall have glazing protection in conformance Contractor shall coordinate any and all inspections as required to obtain certificate g g g P DOUBLE TOP PLATE with r305. In general, glazing in all doors and Fixed side panels, Glazings less than of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. blazing within 24" arc OF doors in closed 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Glazings over cl square feet and less note 5. than Ib" above finished floor. 61azin near stairwa s/londln s. See complete text of 3. All electric work shall comply with the National Electrice Code. Electrician shall 8308.4. Glazing for specifics on locations and exceptions.9 p obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and junction boxes required for all appliances, pumps, equipment, 8305.6 Skylights and sloped glazing shall comply with this section and have Fully HEADER etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. .jacks, T.V. cable hacks, etc. with owner as required for the full installation and satisfaction of owners requirements and code g compliance and shall provide same. R30c1 tiara e- opening protection and separation required to be as noted and In FOR VENTILATION.MAINTAIN I" CLEAR FULL HEIGHT Architect is not responsible for electrical designs For this project In any capacity. STUD 4. All plumbing work shall comply with the National Plumbing Code and all local codes. conformance with R30ci. Garage floor surfaces shall be sloped to facilitate the P g P y 9 movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements For plumbing installations NOTCH RR F/ Including but not limited to Fixtures, trim, accessories, etc. and requirements for water SHEATHING service and domestic hot water. Architect is rot responsible For an plumbing systems 8310.1.1 A11 emergency escape and rescue openings shall have a minimum net clear HEADER TO STUD: JACK STUD P y P 9 y opening of 5.7 square feet. 24 minimum clear opening height, 20 minimum clear BY 51MP50N L5TA21 CONNECTOR In any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. owners approved site plan and shall coordinate all inspections required for approval W/ 16-I00 FA5TENER5 Z of some. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED 5TAIRWAY5, HANDRAILS, GUAR05 SHALL BE INSTALLED IN FULL O Contractor shall provide surveyor with information the required. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT l5 NOT 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.S. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. R-30 INSUL. � and Buildin Code and Ener Code. Contractor shall review all mechanicals stems WINDOW SILL (�) 9 9y y v with owner for type OF system to be provided(I.E. oil, gas, or electric hot water or 8311.1 Stairways shall not be PLATE < }less than 36 inches in clear width at all points above the �f air, etc.) Including air conditioning requirements. Architect is not responsible For permitted handrail height and below the required headroom height. Handralls shall not STUD TO PLATE: E heating or air conditioning systems in any capacity. TYP. ROOF, TIES: Q protect more than 4.5 inches on either stdeof the stairway and the minimum clear �� �� 6. Owner shall obtain any and all required permits prior to allowing contractors to width OF the stairway at and below the handrail height, including treads and landings, SIMPSON "H-1" I'_4 SIMPSON HDU5 UPLIFT W W Z Q proceed with any of the work. shall not be less than 31.5 inches where a handrail is installed on one side and 21 CONNECTORS a 16" O.G. CONNECTOR W/ J" DIA. Q I- �. All site work including sanitary system, utilities, easements. setbacks, elevations, inches where handralls are provided on both sides. The maximum riser height shall be U.N.O. TYPICAL AT CORNERS drainage, retaining walls, etc. shall be in accordance with a site plan prepared by the 8.25" and the minimum tread depth shall be 9" in conformance with R314.2. Minimum OF BUILDING AND AT Q _j Z owners surveyor. The Architect is not responsible For site designs of any type in any headroom 6'-5'. All stairs shall be provided with illumination in accordance with BOTTOM PLATE ENDS OF 5HEARWALL5. < capacity. Section 8303.4. Enclosed accessible space under stairs shall have walls, under stair t W T 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on the enclosed side with 112-inch gypsum board. �� = l� the type of work being performed. All contractors shall maintain liability insurancand Z Insurance, LU workers compensation insurance in connection with all work being performed in R311.1.b Handrails having a minimum and maximum heights of 34 inches and 38 inches, Z Z project. respectively, measured vertically From the nosing of the treads shall be provided onZ LU 4. All materials, systems, equipment, Fixtures,etc. shall be installed in strict at least one side of stairways. All required handralls shall be continuous the full compliance with the manufacturers written specifications and installation instructions length of the stairs with two or more risers from a point directly above the top riser - Z including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be 0) 10. All contractors shall warrant their work 1n writingto the owner For a minimum _ 0 LU returned or shall terminate in newel posts or safety terminals. Handrails adjacent to period OF two years. a wall shall have a spce of not less than 1.5 inches (35mm) between the wall and the _j Ii. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion OF handrails shall have a circular cross section OF 1-1/4 for construction means, methods, techniques, sequences, or procedures, or for safety inches minimum to 2-5/b inches maximum. Edge radius of 1/45". /�I ��� � ��I NC J} I Q programs in connection with the work or For acts or omissions of the contractor, �,, /�� IT /��°t I I.. subcontractors or any person performing any of the work, or For the failure of any of 8312 Guards are to be a minimum of 36 Inches (cil4mm) in height. Open sides of stairs i them to carry out the work in accordance with the intent of the contract documents in with a total rise of more than 30 inches above the Floor or grade below shall have �,/ �/�� C.J. /� I,�� /� that said responsibility is the sole responsibility of the contractor. guards (each side) not less than 34 inches In height measured vertically From the T i �" ROOF +' �/ v.J• � r't7 Y ALL ®FEN I NSS 12. All exterior doors, roofing shingles, trim,siding, etc. shall be reviewed and nosing of the treads. (second story guards are recommended to be higher) I" = I'-O" °° - approved by owner. 13. All interior Finishes including but not limited to walls, flooring, tile, etc. shall be I" = I'-O" reviewed with and approved by owner. 8314 Single and multiple-station smoke alarms shall be installed in each sleeping reCIO 14.viewed miscellaneous interior Items including but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area in the immediate vicinity of the bedroom, on each additional story of the dwelling, Including basements. The alarm O R' closet shelving, kitchen cabinets, shelving. hardware, etc, shall be reviewed with and devices shall be interconnected in such a manner that the activation OF one alarm will approved by owner. activate all of the alarms in the individual unit. The alarm shall be clearly audible In all ~ 15. Where existing walls, posts etc. are removed it is the responsibility OF the bedrooms over bockround noise levels with all intervening doors closed. All smoke a N contractor to provide temporary support, shoring, bracing, etc. as required. alarms shall be listed and Installed in accordance with the provisions of this code and the household firewarning equipment provisions of NFPA12. 8315 Carbon monoxide alarms shall be installed outside each separate sleeping area G�G30�CC�4#o 2236 ::)r=51 6N L.OAn5. in the immediate vicinity Of the bedrooms. Where a fuel-burning appliance Is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be listed in accordance LIVE DEAD with UL 2034 and UL 211. IML MID ° MD OJ GTS-2236 A-I.DWG 30 10 ROOF : snow LOAD' R102.1 A vapor retarder are required on the interior side of Frame walls in Climate PER, PITCH Zones 5, 6, 1, 5 and Marine 4 with the exception OF basement walls and below grade 40 10 DECKS / PORCHES portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 8501.1 Attic access. An attic access opening shall be provided to attic areas that 30 10 5LEEPIN6 ROOMS exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 AM65 WITH 5TORAGE rough-framed openinh shall not be less than 22 inches by 30 inches and shall be located In a hallway or other readily accessible location. A 30-Inch minimum 10 10 ATTICS WITHOUT 5TORA&E unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical A � l equipment is located in attic. RI001.1 Masonry chimneys shall be constructed,anchored, supported, and reinforced as required in this chapter and the applicable provisions of Chapters 3, 4,and 6 with applicable clearances to combustibles and firestopping. ��L��'�f �O❑°° 3 of 6 C ENERAL. RE140YAL NOTES: I. THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES, PIPING, WIRING, GAS LINES, PLUMBING LINES, ETC. THAT ARE AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE �J�G2G� Qo C��° G�Gvlg Lao�oQo 2"x6s 5 x6s 2°xbs 8xbs 2"x4' PROVISIONS PRIOR TO PROCEEDING WITH DEMOLITION WORK. 2-ANY AND ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO OSHA (p R-13 R-2 R-13 _ I ------� -13 AND NEW YORK STATE BUILDING CODE REQUIREMENTS FOR 2�]g n@Z'Am(o00 &n WIEHMIE qj+ i2vx6e DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK ��������, -12 I PERFORMED IN CONJUNCTION WITH THIS PROJECT. fl I ° R-2 63�017�7100�4�4 UP I II 3.6ONTRACTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS 12R I Ii PRIOR TO CONSTRUCTION. SHOULD ANY BEARING PARTITIONS BE OL. ii REMOVED AS PART OF THIS PROJECT, CONTRACTOR SHALL PROVIDE R-4 u i TEMPORARY BRACING UNTIL NEW WALLS OR SUPPORTING MEMBERS I ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING j PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW EXISTING EXI5TIN6 i CONSTRUCTION. „ . DINING ROOM LIVING ROOM UPEXISTING 4.GONTRAGTOR SHALL VERIFY AMOUNT OF EXISTING WALL FIN15HE5 TO ---- -� I 4R I I BE REMOVED FROM WALL5 THAT ARE TO REMAIN. SAID FINISHES TO `i MASTER i BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, R-4 R- �� I BEDROOM i PANELING, ETC. '' EXISTING 04 ---------' �------ + GARAGE R-8 R-8 ------------ 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE SITE SHALL BE �. LEGALLY DISPOSED OF BY G.G. I R-a R-G E-71 �l6.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN { J R-q ACCORDANCE WITH THE PROV15IONS OF THE NATIONAL PLUMBING R-4 CODE AND ANY AND ALL LOCAL REQUIREMENTS. EXISTING R-I _r--] ATH �` I R_2 2°x4' �. ALL ELECTRIC WORK SHALL BE REMOVED AND TERMINATED IN -------- Up -------�,---------------- ,f y ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC 5R I 11 j R_q \`-i ry 1� --- R-I R-I CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITER5. I------------ I - ------- __ REF. ii i i i J SKY LIGHT OPENINGS I i i----�-- 8.G.G. SHALL PROVIDE TEMPORARY SUPPORT OF ANY d ALL UTILITIES, �+ PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. U2'(�3n no ------� +b +sem GL. R_I q. CONTRACTOR SHALL COORDINATE W/ OWNER THE REMOVALS OF R-4 R- I r-----, r� - R-2 i i EXISTING ITEMS THAT OWNER MAY WISH TO RELOCATE/REU5E. R-2 R_ 10-1-22 ISSUED FOR PERMITS R-b q ( ( I�� i�i i °o R-I 4 CONSTRUCTION. R-2 R-14 EXISTING- R ►" I O Y AL. NO TES: R-14 I I I m EXISTING � GL. xb e HALLWAY EXISTING WOOD FRAMED WALL TO BE REMOVED AS INDICATED I I I 0 KITCHEN �((2) se R-4 •� �� i WASHER DRYER ------------ i i i \\� INCLUDING BUT NOT LIMITED TO ANY AND ALL ELECTRICAL I x3 R-6 I �}`{\ i +� DEVICES, MECHANICAL, PLUMBING, GYP. B0. 4 MISC. FINISHES ETC. I h • i i I I ii I I �, ATH �'_---_`�I I IL- -JI I I I ii R-2 I C R2� - EXI5TIN6 DO OR, FRAME, $ HAREWARE SHALL BE REMOVED 4 EXISTING / DISCARDED. FOYER ------------------- u _ I I BEDROOM 2 R-3 PORTION OF EXISTING WOOD FRAMED WALL SHALL BE REMOVED R-2 R73 FR_--III TO ALLOW FOR NEW POCKET DOOR. DOWN I I 2"x4' EXISTING FLOOR FINISHES SHALL BE REMOVED TO SUBFLOOR 8 12R R_4 EXISTING EXISTING BE PREPPED FOR NEW FLOOR FINISHES. I I MUD ROOM (2)I xb 8 BEDROOM CL R_q EXISTING KITCHEN APPLIANCES, BASE CABINETS, WALL CABINETS, KPTRY R_4 R-4 R-5 COUNTERS, ETC. SHALL BE REMOVED IN THEIR ENTIRETY. KITCHENETTE R_b EXISTING PLUMBING FIXTURES SHALL BE REMOVED d DISCARDED 2"x3' 2"x3' 1 IN THEIR ENTIRETY. R-8 I --T-- i EXISTING GYP. BOARD GLC. TO BE REMOVED AND DISCARDED IN a� \�+� ,e i THEIR ENTIRETY. EX15TING 2X6 GLC. J015T5 TO BE REMOVED AND 015CAPDED IN R-8 THEIR ENTIRETY 4 x4 2"X4' 211x4' R_a EXI5TIN6 61-6. FAN, RE6E55ED LIGHTING SHALL BE REMOVED 4 DISCARDED IN THEIR ENTIRETY. FR-7EXISTING HANDRAIL TO BE REMOVED IN ITS ENTIRETY. R-11 EXISTING DECORATIVE WD BOXOUT CASEWORK ON CLO TO BE REMOVED d DISCARDED IN ITS ENTIRETY. R-12 1 EXISTING ATTIC STAIR TO BE REMOVED d DISCARDED IN ITS ENTIRETY. FR-- EXISTING WINDOW5 SHALL BE REMOVED 8 DISCARDED IN THEIR ENTIRETY. EXISTING SKYLIGHT5 t A55OGIATED FRAMING SHALL BE REMOVED d DISCARDED IN THEIR ENTIRETY **CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF , n ANY EXISTING CONSTRUCTION THAT 15 NECESSARY TO COMPLETE V / NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE z REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE O WITH THE CONSTRUCTION OF NEW WORK. �T� _ U } 4° VTR w LU z z A ROOF Q _j I— Q � C� O0 —j CL 3" O 3" z O 2.. _ --- r___--------- ; ------r---------_ 3° l } z �-- z � } z ---- , , — —`___--------- n UJ ' MSTR• , PROPOSED i „ 2" i 12" BATHROOM � � � BATHROOM ,2 KITCHEN i I 1 , 3" , O O 51 NK I (—(�� „� i i IT i i i 3" i- I I/2 i LAV. LAV. i LAV. 5HR I I I/2" We WG TUB 15T. FLOOR o 00 0 - G.O. G.O. 4.. G.O. 4.. � o0 G.O. TIE INTO EXI5TINC7 5GHD @ OZ d PITCH4° 4� APPROVED SANITARY [= SYSTEM. o EXISTING 4 SANITARY LINE a t11 pG�OJCC�`-1i#0 2230 B�45EMENT @QD [Fo[�M- PROJECT5-2236 A-2.DWC DEQ rMJ�MC�#o �aCC�4 a0oo 4 Of 6 FRAMs NCS No7F.s: I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. THICKNESS OR AS NOTED. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BESET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD 5UBFLOOR TO FLOOR JOISTS. 4. ALL HEADERS 6-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-O" AND OVER WfTH TRIPLE UPRIGHTS. ALL �� G3CULaG10C3� LaMCMMC HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON G3�NILG�G[1�G1D9 �� �g�4J DRAW I NG5. 63�o`C7�[1000�44b 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOI5T5 AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 6 8'-0" O.G. PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. 6. DOUBLE FRAMING AROUND OPENING5(skylights,stairs etc.) OR AS NOTED ON DRAWINGS. 'I. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON DRAWI NG5. DOOR lel I NP®VN SGHEPULE: 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH3f RATED GALVANIZED METAL CONNECTORS BY "51MP50N" OR MARK ANDERSEN QTY. ROUGH OPENING UNIT DIMENSIONS APPROVED EQUAL. 400 SERIES 4. PLYWOOD SHEATHING TO BE NAILED WITH 80 a 4" O.G. l ; EL EXIST. - - - EXTERIOR EDGES AND 6D @ 12 O.G. INTERMEDIATE. i. 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND « O FW6806bR I 6'-8 " x 8'-0" 6-8" x -7'-II 4" STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY "51MP50N" OR APPROVED EQUAL. B ;:.. A41 I 2'-0 x 4'-0 2'-0 x 4'-0" f 1. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS J015T" TJI l " O TW3046 2 4'-.5 �" x 3'-I 4'-8 �" x 3'-2 �" SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING CL 5TIFFENERS b' INSTALLED A5 PER MANUFACTURERS ❑ -II 1/4" 4"x4" SOLID P05T WINDOW NOTES: RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'O AT ALL ❑ O O F I. ALL BOTTOM OF WINDOW HEADERS SHALL BE LOAD AND BEARING POINTS AT A MINIMUM. A 51NGLE 1-3/4" LVL O O P` 6-8" AFF UNLE55 NOTED OTHERWI5E. RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, 5HR 2. PROVIDE JAMB EXTENSIONS, AS REQ'D FOR b" STORAGE AND ERECTION OF COMPONENTS SHALL BE AS PER (2) 2x10 HDRWALLS. 10--7-22 ISSUED MANUFACTURERS RECOMMENDATIONS. 6ON5TRUGTION OR PERMITS V4"x4" SOLID POST _ 48"x59" 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO O ORDERING. 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. d 4. CONTRACTOR SHALL COORDINATE AND VERIFY MACHINE BOLTS ® 12" O.G. UP ALL ROUGH WINDOW OPENINGS AS PER 12R MANUFACTURES SPECIFICATIONS WITHOUT 13. PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. -i EXCEPTION. 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR INDICATES EGRESS WINDOW BEAMS, 5PACING NOT TO EXCEED 8'. 30" x ®� I I�r ® I �7: i EXISTING _ F PGKT. a L LIVING ROOM N DR. EXISTING - i UP j MASTER MASTER BEDROOM N I. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT SHINGLES BY `i-R' - TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" r IITpyy i c BATH 2 COX. PLYWOOD. EX15TINO r �! 2. PROVIDE GRADE ICE d WATER SHIELD AT LOWER 36" OF ALL GARAGE PANTRY SHALL X FOLLOW SLOPE I PROPOSED w 24" SLOPED ROOF AREAS AND AT ALL VALLEYS. OF EXIST. ATTIC STAIR. V.I.F. KITCHEN O PGKT. Q DR. SD P I m o+(0 0+0 I UP O P4e � �2 xb8 b+�o - ory LEC�N� : 31-61. V�l ROVIDE 4'-b l/4" 4' G V4" O REF' 0"x30" EXIST. WOOD FRAMED WALL TO REMAIN. TTICpCGOCCESS 50 ID ----------- EXIST. WOOD FRAMED WALL TY I CAL N®TL:5: EXISTING HALLWAY OSD OBD P05T ----------- TO BE REMOVED �6� NEW 2"x4" WD FRAMED EXT. WALL: WASHER DRYER VI-k+ PCKT. WALLS 0 Ib" O.G. w/ 1/2" 2"x4" 5TUO5 a Ib"o.c. AT 8' HT. w/ R-15 IN5UL. 5HEATHING: 1/2" MIN. GDX G.W.B. EA. SIDE PLYWOOD, EXTEND TO COVER FULL TOP, SOLE 8 SILL PLATES. THEN COVER BATH w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY o EXISTING m EXISTING = SIDING/REQMTS. d ALL FINISH TRIM (AS, APPROVED BY OWNER). o� FOYER O5D m pR BEDROOM 2 Q5D SMOKE DETECTOR � , GO CARBON MONOXIDE ROOF I NC: O5p DOWN PROPOSED DINING AREA 30" DETECTOR ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED � X- BY OWNER) OVER 15 LB. FELT $ 3/4" MIN. COX PLYWD. SHEATHING. USE b EXISTING- PGKT. � M NAILS PER SHINGLE d PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24" MIN. MUD ROOM (2)1 xb e DR. m EXHAUST FAN MIN 15 CFM FROM ALL ROOF EOGE5/BREAK5. ALL FA5TENER5 d FLASHING TO BE O EXISTING CORROSION RESISTANT. rte, _ BEDROOM 3 0 F+i KANTRYL `3+6 �}� +� ROOF TIES: U } �J PROVIDE 51MPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8dNAILS, EACH �f X- X- 5'-11 1/4" END OF STRAP, AT EACH RAFTER 0 Ib"o.c. USED TO TIE ROOF RAFTERS TO WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR w C Z 24" CONNECTION OF TIES. U o to PROPOSED PGKT. •• I— ~ XX_ ti BATHROOM DR. WALL TI E5: REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER O LEVEL STUDS ALIGN WITH LOWER LEVEL 5TU05: TIE 5TUO5 TOGETHER w/ W SQUARE OO l AISLES: 51MP50N 6520 5TRAP5 a I6"o.c. USE MIN. -t-8d NAILS, EACH END OF STRAP. z I (5EE STANDARD DETAILS, DWG. 1). Z SILLMALL TIES: Q Z }� EXIST. FIRST FLOOR = 1,808.41 5.F. REQ'O. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP5ON G5201 O O EXIST. GARAGE = 416.08 S.F. 20 GAGE STEEL STRAPS ® Ib"o.c., GUT TO LENGTH AS, REQ'D. FOR -7-8d TOTAL HABITABLE SPACE = 2,257.44 S.F. NAILS,EA. END. WRAP FROM UNDER ANCHORED SILL 8 UP OUTSIDE FACE OF FI RS,7 r— O O R PLAN WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) (D O HEADER: MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4 CX) U1 Z WALLS/PARTITION5, UNLE55 NOTED OTHERWISE (U.N.O.). SPANS OF 'y\ b'-0" AND OVER; SUPPORT w/ DBL. STUDS, 9'-O" AND OVER; SUPPORT OO w/ TRIPLE 5TUDS. PROVIDE METAL TIES (51MP5ON L5TA21, or EQUAL) O CL FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF - STRUCTURE. � O FA50IA/ SOFFIT: z I"xb" FASCIA w/ 2"x SUB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. a v VERSATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE GUTTERS d LEADERS, AS APPROVED BY OWNER. 5UB—FLOOR: PP&:91E@U#o 2236 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, CLUE B NAIL PLYWOOD TO FLOOR J015TS/FRAMIN6. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS [ �[�[ o PROJEGT5-2236 SELECTED BY OWNER). A-3.DWG RIM BOARD: AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, (LEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILERS; USE I/4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5TJ UNDER ALL BEARING PARTITIONS d POSTS. SMOKE 0ETEGT0R5: QS 5 INCLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL LOCATIONS, ON ALL LEVELS). @)mp v a0o00 5 of 6 EX15T. GAMBREL ROOF BEYOND dLG�[� Q �QGL1G] Q CQ ATTIC INSULATION L°QG°�C�G�I�`L7CC ATTIC FLOOR FRAMING EXIST. 2" x 8" PROVIDE RIDGE VENT RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" ME nQ%M0m MIME RIDGE BOARD COORDINATE W/ MECHANICAL nowigG3G(1iupa mw I gm CONTRACTOR DIMENSIONAL GOMPRE551BLE WEATHER5TRIPPIN6 AT PERIMETER OF ENCLOSURE ���❑���00�4� ------ REGUIREMENT5 FOR DUCTWORK __._------._.-----.__-___...----.._. _ _.._. .._-- _._MAINTAIN MINI" - . — — PRIOR TO FRAMING. - - - 51TE BUILT ATTIC ENCLOSURE - MECHANICALLY SECURED AIR SPACE BETWEEN _______.__ EXIST. ROOFING / SHEATHING TO ���A Leo 2 x 6 G.J. REMAIN 16" O.G. (2) 2" x 4" PLTS EXIST. 2"xb" R.R. _.._ ... R-21 TYP. ® 16 O.G. IN -am , no t , e T.O. HEADER. PROVIDE I" RIGIDOfL — — — — — —�— — „ „ EXIST. 2 x 6 G.J. MECHANICAL LATCH TO T-5 AFF INSULATION (R-6) 0 16" O.G. TO BE REMOVED - -.�.__ - - - -- EXIST. CANTILEVERED PRESSURE SEAL AT — OVERHANG TO REMAIN WEATHERSTRIPPING G •�,: �.� ,,� ('`r"""`"°��;, 4 \_(2) I �" x LVL - (NO GRANGE) HALL NEW SLIDING DOOR PROPOSED KIGTGHEN BEYOND PROPOSED DINING AREA BY ANDERSON REFER TO PLANS FOR _ __ ____ __.-- . - SPECIFICATIONS EXIST, CANTILEVER BEYOND (NO CHANGE) AIR 5AL I N6 AT 10-1-22 15SUED FOR PERMITS D/W - - - STT' I AG� S� ANS. _ EXIST. 2 x 4 WD 4 CONSTRUCTION. j ! EXIST. 5UBFLOOR �� FRAMED HALL D TO REMAIN FRAMED EXTERIOR i '---- � EXIST. FIRST FLOOR WALL ELEV. 0'-0" (DATUM) EXISTING 2" x 10" F.S. Ib" O.G. TO REMAIN (NO CHANGE) EXISTING GRADE 6 GRADE MANUFACTURED RECESSED I 5 G 7 I O N 7H RU 17G H I � I I I �O AREA LIGHT ENCL05URE INTERIOR WOOD FRAMED ATTIC INSULATION —WALL SCALE: 3/8" = I'-O" G ING J015T 1/2" GYPSUM BOARD I- L DRYWALL CLIP �N_ 7 NfM INSULATED EXTERIOR WALL EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT EXTERIOR WALL SHEATHING DRYWALL CEILING EXIST. 2"x8" RECESSED LIGHTING FIXTURE RIDGE BOARD EXIST. 2"x8" AIR B AL I I O AT G 55 z RIDGE BOARD IN7ERIOR IN7r=R5r=C71NC--v EXIST. 2, O. L. IBHTINe IN A771 JnIA�� !teliT Y1� � �� I 5 w 0 RR @ I6" O.G. EXIST. ( � ATTIG EXI5T. STRUCTURAL KEEWALL SHALL SCALE: I"= 1'-O" 11-- Lu } BE MODIFIED TO ALLOW FOR Fj EXIST. 2"xb" EXIST. 2"X4" INSTALLATION OF NEW LVL. R.R. I6" O.G. KNEE WALL R-30 INSULATION (2) 1 " x II �" w Q Z H/ �" PLT F---I F- BATT R-30 INSULATION B.O. LVL O Q ELEV. 10'-0" AFF R-IS INSULATION �2"X6" G.J. ® I6 O.G. I-�--I Lu T - - — — — — — — ;I O EXIST. G.T. TO TYPICAL I�tOT��: BE REMOVED INn LIVING ROOM, EXIST. (3) EXIST. 2" x 6" 6_1 F� O O Z DINING ROOM _.. _. --_- ---:--:-' I--..:... ; O _- . -- - -- - ----- - -- - EXT. HALL: HEADER: `-- O " 10" GIRDER TO BE REMOVE. O ENTRY TO ALLOW 2 8' — FOR GATHEDRALED ;� II "xb" STUDS ® Ib"o.c. AT HT. w/ R-14 INSUL. SHEATHING: 1/2" MIN. COX MIN. HEADERS: 3-2"x8" AT 2x6 WALL5, AND 2-2"x8" AT 2x4 ~ PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 SILL PLATES. THEN COVER WALLS/PARTITIONS, UNLESS NOTED OTHERWISE (U.N.O.). SPANS OF GLC. } / \� PROVIDE 2"x4 i II ; �! w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY `fl Lu ` j \ O b'-O" AND OVER;SUPPORT w/ DBL. STUDS, 9'-O" AND OVER; SUPPORT SUPPLEMENTAL i I II L I! SIDING/REQMTS. ALL FINISH TRIM (AS APPROVED BY OWNER). w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON LSTA21, or EQUAL) I-AW5 I Ek' FRAMING ® 45 - — -- I, Q FROM HDR. TO JACK STUDS AT EXTERIOR WALLS SUPPORTING ROOF DEG• To MASTER BEDROOM ! ' STRUCTURE. p EXIST. LIVING ROOM BR ATHOO GON5TRUGT ! ( o TRAY LLC. ROOFING: p / ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLES (AS SELECTED FASG I A/ SOFFIT: IN MASTER „ „ BY OWNER) OVER 15 LB. FELT 8 3/4" MIN. GDX PLYWD. SHEATHING. USE b „ BEDROOM ij EXIST. 2 X4 WD FRAMING I xb FASCIA w/ 2 x SUB-FASCIA (A5 NEEDED), SOFFIT: MATERIAL (TBD) w/ '(�' Q ❑❑ (' I NAILS PER SHINGLE 8 PROVIDE ICE SHIELD UNDERLAYMENT AT FIRST 24"/ MIN.11 EXTERIOR WALL CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETC. - OPT. O z - -- --- -- - - - --- FROM ALL ROOF EDGE5/BBEAK ALL FASTENERS d FLASHING TO BE B 5 A / CORROSION RESISTANT. VER5ATEX TRIMOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. INCLUDE GUTTERS d LEADERS, AS APPROVED BY OWNER. a EXIST. SUBFLOOR ROOF TIES: TO REMAIN PROVIDE SIMPSON 6520 STRAPS GUT TO LENGTH F/ MIN. 8- 8d NAILS EACH SUB-FLOOR - - - EXIST. FIRST FLOOR END OF STRAP, AT EACH RAFTER ® Ib"o.c. USED TO TIE ROOF RAFTERS TO 3I4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER SOLID BLOCKING, GLUE - ELEV. 0'-0" (DATUM) WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS d RAFTERS FOR d NAIL PLYWOOD TO FLOOR JOI5T5/FR2236AMING. - (VERIFY SPECIFIC pGOJCC�4#o CONNECTION OF TIES. UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS EXIST. 2"XIO" F.S. @ 16" O.G. SELECTED BY OWNER). TO REMAIN (NO CHANGE) EXISTING GRADE WALL TIES: RIM BOARD: �Q� [��[L[Eg PROJECTS-2236 REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER A-4.0WG AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, LEVEL STUDS ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ E MIN. I" e_-RIM STT iLEVEL;USE (or EQUAL) EXCEPT AT PORCH d DECK NAILER5; USE ►YSRIM BOARD. ( S 6520 STRAPS ® 16 o.c. USE MIN. -8d NAILS, EACH END OF STRAP. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 (SEE STANDARD DETAILS, DWG. I). 7 VERT. SQUASH BLOCKS (PER JST) UNDER ALL BEARING PARTITIONS 4 POSTS. SILL/WALL TIES: REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 51MP50N 6520, f '�/� 20 GAGE STEEL STRAPS ® Ib"o.c., GUT TO LENGTH AS REQ'D. FOR 1-8d 5 G T I O N 7 H U �A 5 7 B ®® ` B A T H O O I " I NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL d UP OUTSIDE FACE OF �j WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. I) A � 4 SCALE: 3/8" = I'-O" �a�C�4 ao❑o 6 of 6 F F AME� DR ENT JL C 0 _�LN S U C 0 D 0 C JL IL OF[P[F Geo �7.&NH, Q.U.L%. 2TO G30OMR( m mW19 ulE JL JL JIL Jil - JIL _lL _Lk _lL 11L 0 -.&N- S JL 0 _lL JL JIL _L (MILE] 0 D D J S -4 L D -4 k CAN R'S CON7AC7 INFORMATION OWNER'S NAME: MICHAEL LAUREN ROOD ADDRE55: q00 YENNEGOTT DRIVE SOUTHOLD, NY IIg71 PHONE: (946--853-3581 NOTE: ALL CONSTRUCTION WORK SHALL BE DONE IN AGGORDANGE WITH THE REQUIREMENTS OF THE TOWN OF EMAIL: MIGI-IAELRODD78@6MA1 .COM SOUTHOLD AND THE FOLLOW I NO: o THIS APPLICATION/ PROJEGT WILL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE r;) S I 0 N PROF 5 5 I O N A L S 7A 7 M N 7 YE N N E C O T T DRIVE ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE '7-10 10-1-22 155UED FOR PERMITS FOR N O'*� ® ®I I I N 5 &&00'30" E 137.Q8' CODECOMPLIANCE: PLANSNHAVE BEEN PREPARED UDER THE 2020 RESIDENTIAL CODE OF NYS. ALL DETAILES AND CONSTRUCTION. -- dJ INFORMATION HEREIN IS CERTIFIED BY THE LISTED DESIGN PPROFE55IONAL AND IN COMPLIANCE WITH THE ZL 12-2q-22 REVISED AS r FOLLOWINO: TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFE55IONAL JUDGMENT, SUGH PLANS AND O PER OWNER CHANGES SPECIFICATIONS ARE IN COMPLIANCE WITH THE CURRENT NYS ENERGY CODE. m 16 I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES 2. 2020 NYS UNIFORM GODS SUPPLEMENT A 6-26-23 REVISED AS 3. 2020 IEGG PER OWNER CHANGES 0 N A L 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 7-10 I 5. WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION FOR ONE AND TWO STORY FAMILY DWELLIN65 THERE SHALL BE NO DEVIATION IN GONSTRUTION PREGTIGE FROM THE REGUIREMENYS OF THESE DOCUMENTS. 1. THE CONTRACTOR SHALL CAREFULLY REVIEW THE DRAWINGS, SPECIFICATIONS AND SITE TO VERIFY p ALL SITE CONDITIONS PRIOR TO BEGINNING WORK. THE CONTRACTOR SHALL REPORT ANY ' MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED ON PREFROMANGE DATA O X AND MANUFAGTURERS RECOMMENDATIONS. AND SUBSTITUTIONS WILL BECOME THE BURDEN AND INCONSISTENCIES TO THE: ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE BEGINNING .o RESPONABILITY OF THE CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING CONSTRUCTION. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR WORK ( PROCEDURES, INGLUDING THE PRODUCTION OF ANSI TEST RESULTS , AAMA TEST RESULTS, ETC. HAVING TO BE REDONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. PROP. y ALLOW. 1:)Er-L GTIONS 0�= 57RUG7. MEMP RS 2. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE SURE 81.06 S.F. nAME Iesol-f) THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR COVERED PORGH FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL ,.-] STRUCTURAL MEMBER ALLOW. DEFLECTION PLANS AND OTHER DOCUMENTS BY ALL OF THE PERMITTING AUTHORITIES. 34'-0" RAFTERS HAVING SLOPES GREATER THAN 3/12 W/ NO FINISHED GEI LING ATTACHED TO L/180 3. ALL PHASES OF WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE AND ACCESSIBILITY � _(EX15T) 35'-O" I-I RAFTERS REQUIREMENTS CURRENTLY USED BY THE CITY, STATE, FEDERAL AND LOCAL ORDINANCES HAVING (EXIST) r JURISDICTION OVER THE PROJECT. HOWEVER, WHERE THE DRAWINGS AND/OR SPECIFICATIONS ARE INTERIOR WALLS AND PARTITIONS H/180 MORE STRINGENT, THEY SHALL GOVERN. THE CONTRACTOR SHALL INFORM THE ARCHITECT OF ANY EXIST. I CODE DISCREPANCY PRIOR TO CONSTRUCTION. 3,400:12 S.F. FLOORS AND PLASTERED CEILINGS L/360 HOUSE EXIST. 4. WHEN INCLUDED IN THE DRAWING INDEX; THE MECHANICAL, ELECTRICAL, PLUMBING AND FIRE BLACKTOP ALL OTHER STRUCTURAL MEMBERS O L/240 PROTECTION DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE DRIVEWAY EXTERIOR WALLS WITH PLASTER OR STUGGO RESPONSIBILITY OF THE CONTRACTOR TO CHECK AND COORDINATE ALL TRADES TO WORK WITH ALL H/360 DRAWINGS PRIOR TO INSTALLATION. ANY DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS EXTERIOR WALLS - LOADS WITH BRITTLE FINISHES L/240 SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR CLARIFICATION PRIOR TO INSTALLATION OF WORK. I p EXTERIOR WALLS - LOADS WITH FLEXIBLE FINISHES L/120 EXIST. E31LO 5. THE CONTRACTOR SHALL PROVIDE ALL SHORING AND BRACING REQUIRED TO ADEQUATELY DOOR 42350 - NOTE: L=SPAN LENGTH, H= SPAN HEIGHT. PROTECT PERSONNEL & ADJACENT PROPERTY AND ALSO TO ENSURE THE SAFETY OF THE PUBLIC A. THE SHALL BE PERMITTED TO BE TAKEN A5 0.1 TIMES THE COMPONENT AND CLADDING LOADS FOR THE PURPOSE OF & STRUCTURE THROUGHOUT THE CONSTRUCTION PERIOD. PROP. DETERMINING DEFLECTION LIMITS HEREIN. PROP. COVERED PORTION 6. ALL DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK IS THE PROPERTY OF THE 530.04 S.F. OF DECK I CONTRACTOR AND SHALL BE DISPOSED OF OFF SITE ACCORDANCE WITH ALL LOCAL, STATE AND DECK (TOTAL) Ig2.2q S.F. B. FOR CANTILEVERED MEMBERS, L SHALL BE TAKEN AS TWICE THE LENGTH OF THE CANTILEVER. FEDERAL REGULATIONS. MAINTAIN BUILDING AREAS CLEAN AND FREE OF DEBRIS ON A DAILY BASIS. CLIMATIC ANi7 eEOCRAPHIG 17ESICN 0RITERIATA5LE 7. CONTRACTOR SHALL PROTECT AND BE RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING I O NOTE: R301.2(I) (SUPr-OLK COUNTY) W STRUCTURES OR ITEMS AND NEWLY INSTALLED MATERIALS DURING CONSTRUCTION. � SITE PLAN IS BASED ON A SURVEY BY RODERIGK GROUND WIND DESIGN SUBJECT TO DAMAGE FROM V �� SEISMIC WINTER ICE X �' 8. CONTRACTOR SHALL KEEP A RECORD SET OF CONSTRUCTION DOCUMENTS ON SITE AT ALL TIMES I - VAN TUYL PG. DATED OCTOBER 23 IggS show SPECIAL WIND BORN DESIGN DESIGN FLOOD AIR FREEZING MEAN yn/� O . TOPOGRAPHICAL Weathering Frost linedepNt Termite BARRIER HAZARDS ANNUAL N DIMENSIONS ARE APPROXIMATE, SITE PLAN IS NOT LOAD SPEED(MPH) EFFECTS WIND DEBRIS CATEGORY TEMP REQUIRED INDEX REGION ZONE TEMP AND SHALL RECORD ALL, ALTERATIONS FROM THE CONSTRUCTION DOCUMENTS. TO BE USED AS A PROPERTY SURVEY lmilefrom w ' 0 0 20 130 MPH NO NO est F1 B SEVERE BOF 3 FTBFG MODERATE � I I 9. ALL INTERIOR DIMENSIONS ARE TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. m TAX MAP NO. : 1000-055-6-1 TO HEAVY SEE BELOW YES NO 599 51 ;t- - C� Q 10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE. Z 135.46' MANUAL J GRITERI ELEVATION LAT WINTER SUMMER ALTITUDE INDOOR DESIGN HEATINGTEMPERATURE O 11. THE CONTRACTOR SHALL PERFORM ALL CUTTING AND PATCHING REQUIRED FOR WORK COMPLETION �57'30" W HEATING COOLING CORRECTION DESIGN TEMP DIFFERENCE WITHOUT COMPROMISING THE QUALITY OF THE WORK. FACTOR TEMP COOLING } Z 5 gg Z Lu 108 FT 41'N 1717 86'F 1.00 70'F 75°F 55'F 12. ALL NEW WORK SHALL CONFORM TO LOCAL, STATE & ADA CODES. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT O DIFFERENCE HEATING COOLING WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 13. ALL ELECTRICAL WORK SHALL BE FILED UNDER A SEPARATE APPLICATION BY A LICENSED 11'F 15 MPH 7.5 MPH 72'F MEDIUM(M) 4m. 32 GR 60%RH H O 0 CONTRACT CLIMATE ZONE IS 4a 0 IFOR SI:I POUND PER SQUARE FOOT-0.0479kNIm.02,I MILE PER HOUR-1.609 M* 14. IF THE CONTRACTOR DEVIATES FROM THE PLANS AND SPECIFICATIONS, INCLUDING THE NOTES TE a. WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL REQUIREMENTS OF THIS CODE.THE WEATHERING COLUMN SHALL BE FILLED IN WITH WEATHERING INDEX(le.,"NEGLIGIBLE','MODERATE'OR'SEVEREJ FOR CONCRETE AS DETERMINED FROM THE WEATHERING PROBABILITY MAP(FIGURE RR3012(3)] CONTAINED THEREON, WITHOUT FIRST OBTAINING PRIOR WRITTEN AUTHORIZATION FOR SUCH SCALE: NT5 THE GRADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM C34,C55,C62,C73,00,C129,C2166RCM IJ--1J DEVIATIONS FROM THE OWNER AND ARCHITECT, IT SHALL BE RESPONSIBLE FOR THE PAYMENT OF h.THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINGS THAN INDICATED IN FIGURE RR403.1(1).THE JURISDICTION SHALL FILL INTHE FROST LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OFFOOTINGBELOW FINISH GRADE. 'yam X I Lu ALL COSTS TO CORRECT ANY WORK DONE, ALL FINES OR PENALTIES ASSESSED WITH RESPECT C. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH WERY HEAVY','MODERATE TOHEAVY',oR'NONE TOSUGHT'INACCORDANCE WITH FIGURERR3012(6)DEPENDINGONWETHERTHERE (- THERETO AND ALL COMPENSATORY OR PUNITIVE DAMAGES RESULTING THEREFROM AND IT HAS BEEN A HISTORY OF LOCAL DAMAGE. SHALL INDEMNIFY AND HOLD THE OWNER AND ARCHITECT HARMLESS FROM ALL SUCH COSTS TO d. THEJURISDICATIONSHALLFILLIINTHISPARTOFTHETABLEWITH'MODERATETOSEVERE','SLIGHTTOMODERATE'OR'NONETOSLIGHT"INACCORDANCEWITHFIGURERR I2MDEPENDING ONWETHER 130 IUB CORRECT ANY SUCH WORK AND FROM ALL SUCH FINES AND PENALTIES, COMPENSATION AND THERE HAS BEEN A HISTORY OF LOCAL DAMAGE. e. THE JURIS DICATIONSHALL FILL IINTHISPART OFTHE TAB LEWITH WIND SPEEDFROM THE BASIC WIND SPEED MAP(FIGURERR3012(4)}WIND EXPOSURE CATEGORY SHALL BEDETERMINED ON PUNITIVE DAMAGES AND COSTS OF ANY NATURE RESULTING THE SITE-SPECIFIC BASIS IN ACCORDANCE WITH RRWI21A.FROM. f. THE JU RIS D ICATION SHALL FILL I I N TH IS PART OF THE TAB LE WITH S EIS M IC DESIGN CATEGORY DETERMINED FROM RR3DI 221. g. THE JURISDICATION SHALL FILL IIN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE O OR ORDINANCE FOR MANAGEMENT OF FLOOD HAZARD AREAS),(B)THE DATE(S)OF THE CURRENTLY EFFECTIVE FIRM AND FBFIK OR OTHER FLOOD HAZARD MAP ADOPTED BY THE COMMUNITY,AS MAYBE AMENDED. o h. SEE FIGURE RR301.2(5)FOR GROUND SNOW LOADS. d WINTER DESIGN TEMPERATURE: • INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68'F AT A POIKT3 FEETABOVE THE FLOOR ON DESIGN HEATING DAY SYSTEM DESIGN SHALL BE BASED ON MAX 72'F HEATING,• MINIMUM B8 DEGR EDAYS(NYL.aGUARDA)4811,WINTERDESIG T MP155-F,DRYB�ULB89°°F,WETBULB75-F(20201PCAPPENDIXD) PR( JR@7#o 2236 • AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS IS B • USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND Y_ -ALL- -A%.- D V '�C-17 I N x @Q�o [ n[L,[Eo PROJECTS-2236 900 T-I.DWG DWG. INITIAL LATEST ISSUANCE NO. DRAWING TITLEIS UANGE REVISION NO. DATE DD n 1M90MC�#o T-I TITLE SHEET 4 EXISTING FLOOR PLAN 10-1-22 2 6-26-23 AA N- SPEGIFIGATIONS0 10-7-22 r u 09 w Y 0 R 9 7 - A-2 REMOVAL PLAN $ NOTES 10-1-22 2 6-26-23 - A-3 FIRST FLOOR PLAN $ NOTES 10-1-22 2 6-26-23 u " BER 79 2022 CTuL A-4 BASEMENT PLAN 4 NOTES 10-1-22 2 6-26-23 A-5 SEGTIONS � DETAILS - 2 6-26-23 A-6 REFLEGTED GEILINO PLAN, ELEVATION, SEGTIONS DETAILS - 2 6-26-23 min4 ]Doo Of 8 DIVISION 1 - GENERAL REQUIREMENTS 8. BEAM POCKETS SHALL BE FORMED INTO CONCRETE WALLS TO PROVIDE A CONTINUOUS LEVEL FLAT SOLID BEARING SURFACE DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. WORK PERFORMED SHALL COMPLY WITH THE FOLLOWING: FOR ALL BEAMS. A. THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. A. ROOFING: B. BUILDING CODE AS SPECIFIED ON THE ARCHITECTURAL DRAWINGS. DIVISION 6 - WOOD 1. FIBERGLASS SHINGLES: THIRTY (30) YEAR SELF SEALING SHINGLES OVER 1 LAYER OF 30# ASPHALT SATURATED FELT UNDERLAYMENT C. ALL APPLICABLE LOCAL AND STATE CODES, ORDINANCES AND REGULATIONS. A. LUMBER GRADE: AMERICAN SOFTWOOD LUMBER STANDARD UNLESS OTHERWISE NOTED. INSTALL ACCORDING TO MANUFACTURER'S INSTRUCTIONS. D. IN AREAS WHERE THE DRAWINGS DO NOT ADDRESS METHODICALLY, THE CONTRACTOR SHALL BE BOUND TO PERFORM IN 2. CEDAR SHAKES: #2 GRADE RED-LABEL CEDAR SHAKES (18" 1 X .45"T) OVER ONE LAYER 30# A.S.F. UNDERLAYMENT. INSTALL WITH 4 STRICT GRADING SHALL COMPLY WITH DOC PS 20-70 AND APPLICABLE WESTERN WOOD PRODUCTS ASSOCIATION STANDARDS. 1/2" WEATHER EXPOSURE. APPLY AN 18" WIDE STRIP OF 30# A.S.F. OVER EACH COURSE OF SHAKES, 9" FROM BOTTOM EDGE OF SHAKE COMPLIANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR RECOMMENDATIONS. EXTENDING OVER TOP OF SHAKE AND ONTO SHEATHING. 1. ALL LUMBER SHALL BE, UNLESS OTHERWISE NOTED, NO. 2 GRADE. DOUGLAS FIR-LARCH WITH THE FOLLOWING MINIMUM STRUCTURAL 3. EAVE FLASHING: SEE NOTE B-4, BELOW. 2. ON-SITE VERIFICATION OF ALL DIMENSIONS AND CONDITIONS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR VALUES. 41EGs'IF L%. �QGilag QoDoG°�o AND HIS SUBCONTRACTORS A. EXTREME FIBER BENDING STRESS: 2 X & WIDER FB 875 PSI B. Flashing: L°QMINTITIMIt' B. HORIZONTAL SHEAR: FV = 95 PSI 1. ALL FLASHING, COUNTER FLASHING, AND COPING WHEN OF METAL SHALL BE OF NOT LESS THAN NO. 26 U.S. GAUGE 3. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. NEVER SCALE DIRECTLY FROM DRAWINGS. CONTRACTOR SHOULD C. COMPRESSION PERPENDICULAR TO GRAIN: FCL = 625 PSI CORROSION-RESISTANT 2115 12MMM MWEHUM CONSULT DESIGN PROFESSIONAL IN CASE OF QUESTION. D. COMPRESSION PARALLEL TO GRAIN: FC = 1300 PSI 2. FLASH ALL EXTERIOR OPENINGS AND ALL BUILDING CORNERS WITH APPROVED MATERIAL TO EXTEND AT LEAST 4" BEHIND WALLCOVERING. RDWIEG3mialo9 my q o m E. MODULUS OF ELASTICITY: E = 1,600,000 PSI COVER ALL EXPOSED PLYWOOD AT BUILDING CORNERS WITH WATERPROOF BUILDING PAPER. @19T.T2Ta0&m 4. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB UNLESS OTHERWISE NOTED OR SHOWN. F. MOISTURE CONTENT: 19 % MAXIMUM 3. STEP FLASH AT ALL ROOF TO WALL CONDITIONS. FLASH AND CAULK WOOD BEAMS AND OTHER PROJECTIONS THROUGH EXTERIOR 2. OTHER SPECIES MAY BE USED PROVIDED SUBSTITUTED SPECIES SHALL MEET OR EXCEE) REQUIREMENTS NOTED ABOVE. WALLS OR ROOF SURFACES. 5. DISCREPANCIES: THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS; WHEN IN THE OPINION OF THE 3. MOISTURE CONTENT: ALL LUMBER 4" AND DEEPER SHALL HAVE MOISTURE CONTENT NOT GREATER THAN 19 %, AIR DRIED LUMBER IS 4. EAVE FLASHING SHALL CONSIST OF TWO LAYERS OF 15# A.S.F. CEMENTED TOGETHER IN ADDITION TO REQUIRED NAILING FROM THEEDGE CONTRACTOR, A DISCREPANCY EXISTS HE SHALL PROMPTLY NOTIFY THE ARCHITECT, IN WRITING, BEFORE PROCEEDING WITH DESIRED BUT NOT NECESSARY. LUMBER MAY BE KILN DRIED, HOWEVER DRYING PROCESS MUST BE SLOW AND REGULATED TO CAUSE A OF THE EAVE UP THE ROOF TO OVERLAY A POINT 24 INCHES INSIDE THE INTERIOR WALL LINE OF THE BUILDING. o THE WORK OR HE SHALL BE RESPONSIBLE FOR THE SAME AND ANY INDIRECT RESULTS OF HIS ACTION. MINIMUM AMOUNT OF CHECKING, COMPARABLE WITH AIR DRIED STOCK. C. ATTIC VENTILATION: 4. ALL EXTERIOR LUMBER AND LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE PRESERVATIVE TREATED IN 1. ENCLOSED ATTIC TRUSS SPACES AND ENCLOSED ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR SEPARATE SPACE WITH SCREENED 6. OMISSIONS: ARCHITECTURAL DRAWINGS AND SPECIFICATIONS SHALL BE CONSIDERED AS PART OF THE CONDITIONS FOR THE ACCORDANCE WITH AF&PA STANDARDS AND STAMPED "GROUND CONTACT 0.40 LBS/CUBIC FOOT". VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF MOISTURE AND RAIN IN ACCORDANCE WITH THE WFCM, WORK. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT FULLY SHOWN ON THE DRAWINGS, CURRENT 5. GRADE STAMPS SHALL APPEAR ON ALL LUMBER. AND NYS AND LOCAL CODES AND ORDINANCES. SEE DETAILS ON ARCHITECTURAL NATIONAL, STATE AND LOCAL CODES, ORDINANCES, REGULATIONS OR AGREEMENTS AS WELL AS CURRENT ACCEPTABLE BUILDING 6. STORE ALL LUMBER ABOVE GRADE AND PROTECT FROM EXPOSURE TO WEATHER. PLANS FOR LOCATIONS AND DETAILS. PRACTICES SHALL GOVERN, AND THEIR CONSTRUCTION SHALL BE OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN OR NOTED. B. FLITCH BEAMS: DIVISION 8 - DOORS AND WINDOWS 1. FLITCH BEAMS SHALL HAVE A MINIMUM FB = 15000, E=11.4 WITH 1/2" BOLTS LOCATED NOT CLOSER THAN 2" FROM THE TOP AND A. General 7. THE ARCHITECT WILL NOT BE RESPONSIBLE FOR AND WILL NOT HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, BOTTOM EDGE UNLESS OTHERWISE NOTED. THERE SHALL BE A BOLT TOP AND BOTTOM 2' FROM EACH END (SEE TYPICAL FLITCH PLATE 1. WINDOWS IN BUILDINGS LOCATED IN WIND-BORNE DEBRIS REGIONS (120 MPH WIND ZONE OR WITH-IN ONE MILE OF THE OCEAN BAY TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFELY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK, BOLT PATTERN DETAIL). AND SOUND) SHALL HAVE GLAZED OPENINGS PROTECTED FROM WIND-BORNE DEBRIS OR THE BUILDING SHALL BE DESIGNED AS A AND WILL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CLIENT OR HIS CONTRACTORS, SUBCONTRACTORS, OR ANYONE PARTIALLY ENCLOSED BUILDING IN ACCORDANCE WITH THE BUILDING CODE OF NEW YORK STATE. GLAZED OPENING PROTECTION FOR PERFORMING ANY OF THE WORK, TO CARRY OUT THE WORK IN ACCORDANCE WITH THE APPROVED CONTRACT DOCUMENTS. C. JOIST HANGERS: WIND-BORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTME 1996 AND OF ASTME 1886 8. ANY AND ALL DRAWINGS AND SPECIFICATIONS FOR SITEWORK, PLUMBING SUPPLY OR WASTE, ELECTRICAL CIRCUITRY, AND 1. ALL PURLINS, JOISTS AND BEAMS NOT FRAMED OVER SUPPORTING MEMBERS SHALL BE SUPPORTED EXCEPTION: HEATING, VENTILATING, FABRICATED TRUSSES, AND AIR CONDITIONING SYSTEMS ARE NOT A PART OF THE PROFESSIONAL 2• JOIST HANGERS SHALL BE PRIME QUALITY STEEL WHICH CONFORMS TO ASTM-A525, MIDI. 22 GAUGE. PRODUCTS ACCEPTABLE WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16 INCH (11.1 MM) AND A MAXIMUM SPAN OF 8 FEET (2438 MM) SHALL SERVICES PROVIDED TO THE CLIENT BY THE ARCHITECT UNLESS INCLUDED UNDER THEIR AGREEMENT. ANY DISCREPANCIES SHALL BE SIMPSON, KANT-SAG, OR EQUIVALENT. BE PERMITTED FOR OPENING PROTECTION IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER THE GLAZED WITH THESE DOCUMENTS BY ANY OF THE ABOVE LISTED SERVICES AS SHOWN IN DOCUMENTS PREPARED BY OTHERS SHOULD OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF THE BE INDICATED IN WRITING TO THE ARCHITECT IMMEDIATELY. D. BOLTS IN WOOD FRAMING: RESIDENTIAL CODE OF NEW YORK STATE. n n 1. ALL BOLTS IN WOOD FRAMING SHALL BE STANDARD MACHINE BOLTS WITH STANDARD MALLEABLE IRON WASHERS OR STEEL PLATE 9. PRIOR TO APPLICATION FOR BUILDING PERMITS, THE CONTRACTOR WILL FURNISH THE ARCHITECT WITH TWO SETS OF SHOP WASHER2 ALL WINDOWS SHALL HAVE INSULATING GLASS, OR SINGLE GLASS WITH STORM WINDOWS OR EQUAL. SIZES INDICATED ON PLANS ARE DRAWINGS OF ALL PREFABRICATED COMPONENTS, ONE SET TO BE RETAINED BY ARCHITECT, THE OTHER SET TO BE RETURNED NOMINAL ONLY. BUILDER TO CONSULT WITH WINDOW MANUFACTURER TO DETERMINE EXACT SIZES, ROUGH OPENING, ETC. AT LEAST ONE 2. STEEL PLATE WASHER SIZES SHALL BE AS FOLLOWS: WINDOW FROM EACH BEDROOM AREA SHALL HAVE A NET CLEAR OPENING AREA OF 5.7 SQ. FT. (GRADE FLOOR 5.0 SQ. FT.) WITH A 10--1-22 155UED FOR PERMITS TO CONTRACTOR AFTER REVIEW. ITEMS REQUIRING SHOP DRAWINGS INCLUDE BUT ARE NOT LIMITED TO ROOF TRUSSES, A. 1/2" AND 5/8" DIAM. BOLTS - 2-1/4" SQ. X 5/16" � GONSTRUGTION. FLOOR TRUSSES, .STAIRS, CABINETS, VANITIES, ETC. SHOULD THE DESIGN OR CONFIGURATIONS OF ANY PREFABRICATED NET CLEAR HEIGHT OF 24", A NET CLEAR OPENING WIDTH OF 20" AND A SILL HEIGHT OF 44" OR LESS ABOVE THE FLOOR FOR COMPONENT BE MODIFIED DURING CONSTRUCTION FROM PREVIOUSLY APPROVED SHOP DRAWINGS, THE ARCHITECT SHALL BE B. 3/4" DIA. BOLTS-2-5/8" SQ. X 5/16". EGRESS PURPOSES. GLAZING IN DOORS AND FIXED GLAZED PANELS IMMEDIATELY ADJACENT TO DOORS OR WITHIN 18" OF THE FLOOR, FURNISHED, PRIOR TO FABRICATION, WITH REVISED SHOP DRAWINGS INCORPORATING THE REVISION. IF THE ARCHITECT IS NOT 3. EACH BOLT HOLE IN WOOD SHALL BE DRILLED 1/16" LARGER THAN DIAMETER OF BOLT. WHICH MAY BE SUBJECT TO FREQUENT AND RECURRENT ACCIDENTAL HUMAN IMPACT, GLAZING IN ANY DOOR ENCLOSING SHOWER, TUB, PROVIDED WITH THE ABOVE INFORMATION, THE CLIENT SHALL DEFEND, INDEMNIFY, AND HOLD HARMLESS THE ARCHITECT FROM 4. FOR SILL ANCHORS, SEE TYPICAL DETAILS ON ARCHITECTURAL DRAWINGS. SOUND OR STEAM ROOM, ANY INDIVIDUAL PANE OF GLASS WITH AN THE AREA GREATER THAN 9.0 SQ FT, WERE THE BOTTOM IS LESS ANY CLAIM OR SUITE WHATSOEVER, INCLUDING BUT NOT LIMITED TO, ALL PAYMENTS, EXPENSES OR COSTS INCLUDED, ARISING THAN 18" ABOVE THE ADJACENT FINISH FLOOR WITHIN 36" OF THE WINDOW, GLAZING OF WALLS OF SPAS, HOT, TUBS OR INDOOR OR ALLEGED TO HAVE ARISEN FROM PREFABRICATED ITEMS. E. LAG BOLTS: POOLS WITHIN 5'-0 OF THE WATER, GLAZING IN STAIRWAYS AND LANDINGS WITHIN 3'-0" HORIZONTALLY OF A WALKING SURFACE 1. SHALL BE OF STRUCTURAL GRADE STEEL. SHALL BE TEMPERED AS PER RESIDENTIAL CODE OF NEW YORK STATE AND LOCAL CODES AND ORDINANCES. THE REQUIREMENT DOES 10. THE CONDITIONS AND ASSUMPTIONS STATED IN THESE SPECIFICATIONS SHALL BE VERIFIED BY THE CONTRACTOR FOR 2. WASHERS SHALL BE PLACED UNDER THE HEAD OF LAG BOLTS BEARING ON WOOD. LENGTH OF LAG BOLTS SHALL BE MINIMUM CONFORMANCE TO LOCAL CODES AND CONDITIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THESE SPECIFICATIONS AND 2/3 DEPTH OF MEMBERS BEING BOLTED TOGETHER. NOT APPLY IF BOTTOM EDGE THE GLASS IS MORE THAN 60" ABOVE THE FLOOR LOCAL CODES OR CONDITIONS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF THE DISCREPANCY AND SPECIAL ENGINEERING REQUIREMENTS SHALL BE APPLIED TO INSURE THE BUILDING'S STRUCTURAL INTEGRITY. F. ALTERING STRUCTURAL MEMBERS: DIVISION 9 - FINISHES 1. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE 11. THESE REQUIREMENTS MAY BE SUPERSEDED BY MORE STRINGENT INFORMATION CONTAINED WITHIN ARCHITECT. DO NOT ALTER SIZES OF MEMBERS NOTED WITHOUT APPROVAL OF ARCHITECT. A. GENERAL THE DRAWINGS. THE MORE STRINGENT SHALL BE FOLLOWED. 1. ALL GYPSUM WALLBOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THE RESIDENTIAL CODE OF NEW YORK G. BUILT-UP BEAMS: STATE AND LOCAL CODES AND ORDINANCES (AS APPLICABLE). 12. SOIL CONDITIONS SHALL CONFORM TO OR EXCEED THE FOLLOWING CONDITIONS: 1. BUILT-UP BEAMS OR JOISTS FORMED BY A MULTIPLE OF 2 X MEMBERS SHALL BE INTERCONNECTED AS FOLLOWS: 2. GYPSUM WALLBOARD SHALL NOT BE INSTALLED UNTIL WEATHER PROTECTION FOR THE INSTALLATION IS PROVIDED. STORAGE SHOULD BEARING CAPACITY: MIN. 2000 PSF. FIELD VERIFIED UNDER ALL FOOTINGS AND REINFORCED SLABS. A. MEMBERS 9-1/4" AND LESS IN DEPTH: GLUE AND INTERNAIL W/2 ROWS 16D NAILS AT 12 O.C. STAGGERED. BE IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS.WATER TABLE: MIN. 2'-0" BELOW BOTTOM OF ALL CONCRETE SLABS AND FOOTINGS. FOOTINGS, FOUNDATIONS, WALLS, AND B. MEMBERS GREATER THAN 9-1/4" IN DEPTH OR MULTIPLE 3 X MEMBERS THROUGH BOLT WITH 1/2" DIAMETER MACHINE BOLTS AT 3. ALL EDGES AND ENDS OF GYPSUM WALLBOARD SHALL OCCUR ON THE FRAMING MEMBERS EXCEPT THOSE EDGES WHICH ARE PERPENDICULAR TO THE FRAMING MEMBERS. ALL EDGES OF GYPSUM WALLBOARD SHALL BE IN MODERATE CONTACT EXCEPT IN SLABS SHALL NOT BE PLACED ON OR IN MARINE CLAY, PEAT AND OTHER ORGANIC MATERIALS. 24 O.C. STAGGERED. CONCEALED SPACES WHERE FIRE RESISTIVE CONSTRUCTION IS NOT REQUIRED. 13. LIVE LOADS: ROOF: 20PSF. FLOOR: 40PSF (EXCEPT SLEEPING ROOMS: 30PSF). EXTERIOR BALCONIES: 60PSF. STAIR H. CUTTING OF BEAMS, JOIST AND RAFTERS: 4. THE SIZES AND SPACING OF FASTENERS SHALL COMPLY WITH THE RESIDENTIAL CODE OF NYS AND LOCAL CODES AND ORDINANCES LANDINGS: 40PSF. WIND LOAD: 15PSF. GARAGE: 50PSF. MAXIMUM FOUNDATION LATERAL PRESSURE: 40PSF. DEAD LOADS: 1. CUTTING OF WOOD BEAMS, JOISTS AND RAFTERS SHALL BE LIMITED TO CUTS AND BORED HOLES NOT DEEPER THAN 1/6 THE DEPTH (AS APPLICABLE). 1OPSF. DECKS: 4OPSF. ATTICS WITHOUT STORAGE 1OPSF. ATTICS WITH STORAGE 20PSF. GUARDRAILS & HANDRAILS 20OPSF. OF THE MEMBER AND SHALL NOT BE LOCATED IN THE MIDDLE OF 1/3 OF THE SPAN. NOTCH DEPTH OF THE ENDS AT THE MEMBER 5. PROVIDE MOISTURE RESISTANT DRYWALL CEMENT BOARD AT TUBS AND SHOWERS AS SHOWN ON DETAILS IN ARCHITECTURAL SHALL NOT EXCEED 1/4 THE DEPTH OF THE MEMBER. HOLES BORED OR OUT INTO JOIST SHALL NOT BE CLOSER THAN 2 INCHES TO DRAWINGS. 4. BOTTOM OF FOOTINGS SHALL EXTEND BELOW FROST LINE OF THE LOCALITY AND MINIMUM 3'-0" BELOW EXISTING GRADE 6. FIRE-RESISTIVE CONSTRUCTION: GARAGE CEILINGS AND WALLS WHEN ADJACENT TO A DWELLING UNIT SHALL BE OF RATED 1 14 THE TIP OR BOTTOM OF THE JOISTS AND THE DIAMETER OF THE HOLE SHALL NOT EXCEED 1/3 THE DEPTH OF THE JOIST. THE CONSTRUCTION ACCORDING TO THE UL DESIGN SPECIFIED ON THE DRAWINGS WHEN UNITS ARE DESIGNED UNDER NYS STANDARDS AS UNDISTURBED SOIL OR SOIL COMPACTED TO 95 AS VERIFIED BY A SOILS ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT. TENSION SIDE OF BEAMS, JOISTS AND RAFTERS OF 4 INCHES OR GREATER NOMINAL THICKNESS SHALL NOT BE NOTCHED, EXCEPT AT ENDS OF MEMBERS. INDICATED ON THE DRAWINGS. (5/8" TYPE X WALLS AND CEILINGS) DIVISION 15 - MECHANICAL 15. ALL FOUNDATION WALL BACKFILL UNDER SLABS WHERE DISTANCE FROM EDGE OF WALL TO EDGE OF UNDISTURBED SOIL I. PIPES IN STUD BEARING NAILS OR SHEAR NAILS: EXCEEDS 16", BUT LESS THAN 4'-0", SHALL CONSIST OF CLEAN, POROUS, SOIL COMPACTED IN 6" LAYERS TO 95 OR 1. NOTCHES OR BORED HOLES TO STUDS OF BEARING WALLS OR PARTITIONS SHALL NOT BE MORE THAN 3 THE DEPTH OF 1 THE STUD. A. HEATING VENTILATION AND AIR CONDITIONING: / 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF THE GOVERNING AGENCIES. PROVIDE #4 REBAR AT 2'-0" O.C., 1'-0" BEYOND EDGE OF UNDISTURBED SOIL AND 1'-O" INTO FOUNDATION WALL. 2. MECHANICAL SUBCONTRACTOR TO SUBMIT SHOP DRAWINGS INDICATING DUCT LAYOUTS, CONDENSER LOCATION, DUCT SIZES, ETC. TO J. BRIDGING AND BLOCKING: 16. FREE DRAINING GRANULAR BACKFILL (SM OR BETTER) SHALL BE USED AGAINST FOUNDATION WALLS CONSISTENT WITH THE 1. THERE SHALL BE NOT LESS THAN ONE LINE OF BRIDGING IN EVERY EIGHT FEET OF SPAN IN FLOOR, ATTIC AND ROOF FRAMING. THE ENGINEER PRIOR TO INSTALLATION. MECHANICAL SUBCONTRACTOR TO REVIEW STRUCTURAL SHOP DRAWINGS AND NOTIFY THE ENGINEEROF ANY MECHANICAL AND STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. ARCHITECTURAL PLANS AND RELATED DETAILS. EQUIVALENT FLUID PRESSURE OF BACKFILL NOT TO EXCEED 40PCF (POUNDS BRIDGING SHALL CONSIST OF NOT LESS THAN ONE BY THREE INCH LUMBER DOUBLE NAILED AT EACH END OR OF EQUIVALENT METAL ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION PER CUBIC FOOT). IF BACKFILL PRESSURES EXCEED 40PCF, THEN WALLS MUST BE DESIGNED FOR ACTUAL PRESSURES BY A BRACING OF EQUAL RIGIDITY. MIDSPAN BRIDGING IS NOT REQUIRED FOR ATTIC OR ROOF FRAMING WHERE JOIST DEPTH DOES NOT 3OF.3. THE WORK PERFORMED BY OTHERS. REGISTERED PROFESSIONAL ENGINEER LICENSED IN THE LOCALITY WHERE PROJECT IS BEING BUILT EXCEED TWELVE INCHES NOMINAL. BLOCK SOLID AT ALL BEARING SUPPORTS WHERE ADEQUATE LATERAL SUPPORT IS NOT OTHERWISE B. PLUMBING: PROVIDED. BLOCK ALL STUD WALLS AT MAXIMUM INTERVALS OF EIGHT FEET WITH MINIMUM OF 2 X SOLID MATERIAL WITH TIGHT JOINTS. 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL CURRENT CODES AND REGULATIONS OF GOVERNING AGENCIES. 17. UNBALANCED FILL NOT TO EXCEED 7'-0" UNLESS OTHERWISE NOTED AND SUBSTANTIATED BY ENGINEERING CALCULATIONS. PROVIDE 2 X FIRESTOPS AT MID-POINT VERTICALLY OF STUD WALL. BRIDGING AS REQUIRED BY FLOOR TRUSS MANUFACTURER'S PRINTED 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION BACKFILL SHALL NOT BE PLACED AGAINST WALLS UNTIL SLABS-ON-GRADE AND FRAMED FLOORS ARE IN PLACE AND HAVE INSTRUCTIONS. OF THE WORK PERFORMED BY OTHERS. REACHED THEIR DESIGN STRENGTH. PROPER PRECAUTIONS SHALL BE TAKEN TO BRACE FOUNDATION WALLS WHEN 3. PLUMBING SUBCONTRACTOR TO REVIEW STRUCTURAL AND MECHANICAL DRAWINGS AND NOTIFY THE ENGINEER OF ANY PLUMBING, BACKFILLING. WHERE BACKFILL IS REQUIRED ON BOTH SIDES, BACKFILL BOTH SIDES SIMULTANEOUSLY. K. LINTEL SCHEDULE: HVAC, STRUCTURAL AND DESIGN INTENT CONFLICTS PRIOR TO CONSTRUCTION. DIVISION 3 - CONCRETE 1. UNLESS OTHERWISE SHOWN, PROVIDE 1 LINTEL WITH 6" MINIMUM BEARING FOR EACH 4" OF WALL THICKNESS. DIVISION 16 - ELECTRICAL A. General: 2. LINTEL SCHEDULE: (UON) 1. ALL WORK SHALL BE IN FULL ACCORDANCE WITH ALL APPLICABLE NATIONAL, STATE AND LOCAL CODES AND SHALL COMPLY WITH (� 1. THE CONCRETE PROPERTIES SHALL BE AS FOLLOWS: SPAN: SIZE OF MEMBER THE REQUIREMENTS OF THE SERVING POWER AND TELEPHONE COMPANIES. ITEM MIN. COMP. STRENGTH MIN. AGGREGATE SIZE SLUMP UP TO 4'-0" 3 1/2 X 3 1/2 X 1/2 OR 2-2X6 2. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER AND SO AS TO NOT NEEDLESSLY HAMPER THAT PORTION OF THE z @ 28 Days(PSI) 4'-1" TO 5'-0" 4 X 3 1/2 X 5/16 OR 2-2X8 WORK W ED FOOTINGS 3,000 1/2' " 4"f 1" 5'-1" TO 6'-0" 5 X 3 1/2 X 5/16 OR 2-2X 10 PERFORMED BY OTHERS. F 'i W 0 SLAB-ON-GRADE 2,500 1/2--1" 4"f 1/2" 6'-1" TO 8'-0" 6 X 3 1/2 X 3/8 OR 2-2X12 3. INSTALLATION: > Ld WALLS 3,000 1/2"-1" 4"f1/2" A. ALL EQUIPMENT INSTALLED OUTDOOR AND EXPOSED TO WEATHER SHALL BE WEATHERPROOF. Q ►-� GARAGE SLABS &. EXTERIOR SLABS 3,500 1/2"-1 4"f 1" w/ 5% Cy 13 L. PLYWOOD: B. BOTTOM OF RECEPTACLES AND SWITCHES SHALL BE LOCATED 5" ABOVE COUNTER TOP UNLESS OTHERWISE NOTED ON DRAWINGS. �T� AIR ENTRAINMENT 1. ALL PLYWOOD SHALL BE DOUG FIR OR EQUAL. IT SHALL BE MANUFACTURED AND GRADED IN ACCORDANCE WITH DOC PS 1-95 FOR C. RECEPTACLES SHALL BE INSTALLED VERTICALLY AT 12" ABOVE FINISH FLOOR AND 12'-0" O.C. HORIZONTALLY. ALL RECEPTACLES W W q Z Z 2. CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI-318 SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD WITHIN q 2. EACH PLYWOOD SHEET SHALL BEAR THE "APA" TRADEMARK. 6'-0" HORIZONTALLY OF A SINK LAVATORY OR TUB SHALL BE WIRED TO A GROUND FAULT INTERRUPTED CIRCUIT. BUILDINGS. 3. ALL END JOINTS SHALL BE STAGGERED AND SHALL BUTT ALONG THE CENTER LINES OF FRAMING MEMBERS. D. WALL SWITCHES TO BE 48" ABOVE FLOOR. ED IQ 4. THE FACE GRAIN OF THE PLYWOOD SHALL BE LAID AT RIGHT ANGLES TO THE JOISTS AND TRUSSES AND PARALLEL TO THE STUDS. E. ALL SMOKE DETECTORS TO BE LINE VOLTAGE AND WIRED IN A MANNER SUCH THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL. 3. ALL REINFORCEMENT, ANCHOR BOLTS, PIPE SLEEVES AND OTHER INSERTS SHALL BE POSITIVELY SECURED IN PLACE AND W w = (� LOCATED ACCORDING TO THE APPROPRIATE ARCHITECTURAL DRAWINGS AND DETAILS 5. NAILS SHALL BE PLACED 3/8 MINIMUM FROM THE EDGE OF THE SHEETS. THE MINIMUM NAIL PENETRATION INTO FRAMING MEMBERS EACH FLOOR LEVEL TO HAVE AT LEAST ONE SMOKE DETECTOR. EACH BEDROOM TO HAVE ITS OWN SMOKE DETECTOR IN ADDITION TOA � � z i-- a SHALL BE 1 1/2" FOR 8D NAILS AND 1 3/8" FOR 1 O NAILS. SMOKE DETECTOR LOCATED IN A HALLWAY OUTSIDE THE BEDROOMS. B. REINFORCING STEEL: 6. ALL FLOORS SHALL BE NAILED AS PER NAILING SCHEDULE. F. A LINE VOLTAGE CARBON MONOXIDE DETECTOR SHALL BE LOCATED AT EACH LEVEL OF THE DWELLING INCLUDING THE BASEMENT W =) � 1. REINFORCING STEEL SHALL BE INTERMEDIATE GRADE NEW BILLET DEFORMED BARS GRADE 60 CONFORMING TO ASTM & OR CELLAR. z >- Q 615. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. SEE ARCHITECTURAL DRAWINGS FOR SIZES AND LOCATIONS. M. CORNER BRACING: o 2. DETAILING, FABRICATING AND PLACING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH ACI-318-99 MANUAL OF 1. UNLESS OTHERWISE NOTED, BRACE EXTERIOR CORNERS OF BUILDING WITH 1 X 4 DIAGONALS, LET INTO STUDS, OR WITH 4 X 8 OH BUILDING CODE (REQUIREMENTS FOR STRUCTURAL CONCRETE PLYWOOD SHEET OF THICKNESS TO MATCH THAT OF SHEATHING, OR WITH METAL STRAP DEVICES INSTALLED IN ACCORDANCE NAILING �/ SCHEDULE P4 2. LAP PLATES AT ALL CORNERS. 3. ALL REINFORCING BARS WHICH INTERCEPT PERPENDICULAR ELEMENTS SHALL TERMINATE IN HOOKS, PLACED TWO (2) Q INCHES CLEAR FROM OUTER FACE OF ELEMENT. N. NAILING: Q '� i 4. THE CONTRACTOR SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST FORTY-EIGHT (48) HOURS PRIOR TO EACH CONCRETE 1. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN WFCM, (SEE ATTACHED SCHEDULE) AND ALL STATE AND LOCAL BUILDING 0 POUR. NO CONCRETE SHALL BE POURED INTO FOOTINGS CONTAINING STANDING WATER OR MUD. FOOTINGS SHALL BE CODES, OR MAUFACTURER S RECOMMENDATIONS. ao O DEWATERED PRIOR TO PLACEMENT OF CONCRETE. NO CONCRETE SHALL BE PLACED UNTIL ALL REINFORCING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED LICENSED INSPECTOR. 0. FIRE STOPPING: 1. FIRE STOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) WITH 2" a f?M 5. MINIMUM PROTECTIVE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS: NOMINAL LUMBER OR 2 THICKNESSES OF 1" NOMINAL LUMBER WITH BROKEN LAP JOINTS OR OTHER APPROVED MATERIAL. @ a A. FOOTINGS: 3" B. BEAMS AND COLUMNS: 2" P. ALIGNMENT: a �' C. SLAB: 3/4" (WIRE MESH TO BE PLACED AT MID-DEPTH OF SLAB) 1. ALL RAFTERS AND JOISTS FRAMING FROM OPPOSITE SIDES SHALL LAP AT LEAST SIX (3) INCHES AND BE NAILED TOGETHER WITH MIN. D. WALLS - 1 1/4" AT INTERIOR FACE: 3" AT EXTERIOR FACE. (3) 10D FACE NAILS. ( (SEE ATTACHED NAILING SCHEDULE FOR SUPERCEEDING REQUIREMENTS) pG30d1R@u#o 2236 C. FOUNDATION: 2. WHEN FRAMING END TO END JOISTS SHALL BE SECURED TOGETHER BY METAL STRAPS. 1. FOOTING DEPTHS ARE SHOWN ON THE ARCHITECTURAL DRAWINGS. FOOTINGS SHALL BEAR A MINIMUM OF 1"-0" INTO -- ORIGINAL UNDISTURBED SOIL AND A MINIMUM OF 3'-0" BELOW FINISHED GRADE. WHERE REQUIRED, STEP FOOTINGS TOQ. PARTITIONS: PROJEGT5-2236 RATIO OF 2 HORIZONTAL TO 1 VERTICAL. 1. GENERAL: N-I.DWG 2. WHERE CONDITIONS DEVELOP REQUIRING CHANGES IN EXCAVATIONS, SUCH CHANGES SHALL BE MADE AS DIRECTED BY A. PROVIDE SOLID BLOCKING AT 4'-0" O.C. BETWEEN THE JOIST AND FIRST INTERIOR PARALLEL JOIST. THE ARCHITECT. oDG3C1°�M� 1C�#o 3. ALL FOOTING EXCAVATIONS SHALL BE INSPECTED BY THE BUILDING OFFICIAL OR COUNTY APPROVED INSPECTOR PRIOR TO B. SPLICES OF THE TOP AND BOTTOM PORTION OF DOUBLE TOP PLATES MUST BE STAGGERED A MINIMUM OF 4'-0".C. SPLICES SHALL OCCUR ONLY DIRECTLY OVER STUDS. THE PLACING OF ANY CONCRETE. SAME SHALL BE GIVEN FORTY-EIGHT (48) HOURS NOTICE FOR THIS OBSERVATION. D. STRUCTURAL VARIATIONS ARE ALLOWED IF SUBSTANTIATED BY ENGINEERING CALCULATIONS. STAMPED BY PROFESSIONAL ENGINEER 4. SOIL INVESTIGATION AND REPORT: ALL EARTH WORK, COMPACTION AND SUPERVISIONS SHALL BE DONE ACCORDING TO LICENSED TO PRACTICE IN THE JURISDICTION WHERE CONSTRUCTION IS TAKING PLACE. ONE SET OF CALCULATIONS TO BE PROVIDED TO THE ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION. RECOMMENDATIONS OF THE SOIL INVESTIGATION REPORT PREPARED BY A LICENSED GEOTECHNICAL ENGINEER. CONCRETE E. LAP TOP PLATES AT CORNERS AND INTERSECTIONS. SLAB AND FOOTING CALCULATIONS ARE BASED ON A 2,000 PSF VALUE. IF ON-SITE TEST BORING INDICATE LESSER VALUES, 2. BEARING WALLS SUPPORTING ONE FLOOR OR MORE: NOTIFY ARCHITECT, IN WRITING, SO THAT NECESSARY STRUCTURAL MODIFICATIONS CAN BE MADE. A. PARTITIONS MUST BE CONSTRUCTED OF MINIMUM 2 X 4 STUDS SPACED 16" O.C. OF TYPE LUMBER SPECIFIED. 5. SLAB-ON-GRADE SHALL BE 4" THICK REINFORCED WITH 6 X 6 W1.4 X W1.4 WWF AND SHALL BE PLACED ON 6 MIL. B. IF A DOUBLE TOP PLATE OF LESS THAN 2-2 X 6'S OR 3-2 X 4'S IS USED, FLOOR JOISTS SHALL BE CENTERED DIRECTLY OVER VAPOR BARRIER ON 4" CRUSHED STONE. AND BELOW BEARING WALL STUDS WITH A TOLERANCE OF NO MORE THAN 1" UNLESS SUBSTANTIATED BY ENGINEERING CALCULATIONS. 6. SLAB-ON-GRADE AT PORCHES SHALL BE 4" THICK UNLESS OTHERWISE NOTED. C. BEARING STUD WALLS MUST BE SHEATHED WITH A MINIMUM 1/2" GYPSUM BOARD FASTENED ACCORDING TO DRYWALL MANUFACTURER 7. INSTALL ANCHOR STRAPS AS PER MFG. RECOMMENDATIONS: 12" FROM CORNERS AND INTERVALS AS PER PLANS. RECOMMENDATION. MINIMUM EMBEDMENT FOR ANCHORS SHALL BE AS SPECIFIED BY MANUFACTURER. MM r� nn p �W��IJ IJV�o°o :20� G/ TABLE 3.1 FASTENER SCHEDULE FOR 5TUGTURAL MEMBERS �� I �� � I I�®� PE OF JOINT DESCRIPTION FASTENER NUMBER AND TYNAIL SPACING ROOF FRAMING Rafter to To Plate oe-nalled,� 3-ad per rafter I. ALL fRAMIN0 LUMBER TO BE GRADE STAMPED DOUG1LA5 FIR-LARGH Gel Ino Joist to To alled 3-8d r joist STRUCTURAL GRADE NO. 2 OR BETTER. Gellinci Joist to Parallel Rafter Face-palled 4-16d each lop...- 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. C,elllnq Joist Lol2r, over Partitions Face-nailed 4-16d each lop 3. ALL 5HEATHIN6 TO BE APA. RATED, EXP05URE I, 1/2" MIN. THIGKNE55. Gollor Tie to Rafter ace-nailed 48der tie [n PERIMETER PANELS AT EDGE OF ROOF 4 WALL CORNERS TO BE NAILED ® 4" O.G. cJJ�[�[� �e m mo me ��ome Blocking to Rafter Toe-nailed 2-Sd each end ALONG EDGES 4 6" O.G. IN FIELD W/SOLID 51-KG. UNDER ALL SEAMS. Rim Board to Rafter End-nailed 2-I6d each end 4. USE 50LID BLOCKING OR X- BRAGING BETWEEN ALL JOISTS ® 8'-0" MAX. 5PAGING. Q����4��4 WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS 4 PARALLEL PARTITIONS. To Plate to To Plate Face-ncalle 2-Ibd per foot 6. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED GALV. METAL To Plate at intersections Toe-Walled 4-Ibd oints - each side CONNECTORS BY SIMPSON (OR EQUAL). 2�g G30op�1@� G1NIE(�1U� Stud l Stud ace-nalle Ibd 24 s c. NOW[EnHIE n �9 RIEW W( RE ° �� Header to Header Face-mile 2-16d I6" oz. alon edges O L A Z I NO '� 1 0 7 5 : 6��°���°�`� To or Bottom Plate to Stud d-nape 2-Ibd er 2x4 stud 3-I6d Rer 2xb stud 13n 4-16d per 2x8 stud WINDOW5 /5L. GL. DOORS AS MANUF. BY ANDERSEN 5TORMWATGH W/ Bottom Plate to Floor Joist,Ban 1st,Endjoist or Blocks ace-nal ed) 2-16d per foot IN5UL. GLASS, IMPACT RE515TANT 4 DE51GN PRESSURE RATED A5 REOV BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- FLOOR FRAMING PROVIDE PRECUT, PREDRILLED PLYWOOD,7/16" THICK. Joist to 5111,Top Plate or Girder Toe-nape 4-8d er oist INCLUDE ATTACHMENT HARDWARE: Brid In to Joist Toe-mile 2-Sd each end 2 1/2" NO b WD. 5GREW5 ® 16" O.G. F/ SPANS LE55 OR EQUAL 4 FEET Blocking to Joist Toe-naked 2-8d each end 0 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, Blocking to 5111 or Top Plate Toe-nailed3733--- each block AND ® 12" O.G. F/5PAN5 BETWEEN 6 4 8 FEET. Ledger 5trl to Beam Face-nailed 3-I6d each olst Joist on Ledcler to Beam Toe-nailed 3-8d 12er lol5t ! Band Joist to Joist End-nailed 3-Ibd per joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to 5111 or Top Plate Toe-nalled) iper Joist WITH OWNER. ROOF SHEATHING OPTION: PROV. I■x411 PIGTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. 5tructvral Panels Sd 6 ed e /6' field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC INSERTS TO PROTECT 2" x 6" RR ® 16" O.G. Diagonal Board Sheat in FROM WEATHER, ETC. (VERIFY DETAILS) SIMPSON LSTA 30-180A. I"xb" or I'x8' Tper support RIDGE STRAPS AT EA. ; - I"xi0" or wider 3-8d I per support TYP. ROOFING RAFTER O� CEILING 5HEATHIN6 �� I ��� I � � � ®� ��� I � I" MIN. AIRSPACE OR um Naliboord 5d coolers 7" ed e / 10" field ABOVE IN5UL. WALL SHEATHING 2"x4" COLLAR TIES AT Structural Panels 8d 6" ed e / 12 field 17 RI A : / \ " I6" O.G. �" DOWN Fiberboard Panels BETWEEN RIDGE AND �J l�J 1/16" bd 3" n ed e /6" field AMERICAN FOREST AND PAPER ASSOGIATION (AFr#PA) 1/2" G.W.B. GEILINO J015T5. 25/32" Sd 3" ed e /6" field WOOD FRAME GONSTRUGTION MANUAL FOR sum Hallboard 5d coolers 7" ed e / 10" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) R-6 I" RIGID INSULATION- + + + + 10--1-22 155UED FOR PERMITS Hardboard 8d 6' edge / 12" field Particleboard Panels 8d 6" ed e / 12" field R-21 + + + + 4 CONSTRUCTION. Placlonal Board 5heathincI SOLATION I"xb" or I"x8" 2-Sd _per support GROUND SNOW LOAD 30 P5F I"xl0" or wider 3-8d er su ort FLOOR SHEATHING HIND 5PEED : SOUTHOLD 130 MPH (3 SECOND GU5T) Structural Panels WIND EXPOSURE GATEGORY B ( SUBURBAN, SEMI-WOODED) I" or less ad 6" edpe / 12" field 5EI5MI0 DE5167N CATEGORY G greater than I" IOd b" ed e /b" field Dla onal Board EpheathInq WEATHERING AREA SEVERE I"xb" or I"x8" 2-&d per support ICE SHIELD YES x O or wider 3-8d per support ROOF SHINGLES I FR05T LINE DEPTH 31-O" ®� peth'rolv;gs tl. min. 12 ga. shank w/a min. 3/S" dia. head. fastener shall penetrate TERMITE AREA MODERATE TO HEAVY I I�t5�/�., RAr7Asphalt roof shingles t{�e roofing materials and a min. of 3/4" Into roof sheathing and shall ofmanufacturer and rovide no less than 4 fasteners per stripshingle. DECAY AREA SLIGHT TO MODERATE Nalling requirements are based on wall sheathing nailed 6"on center at the panel edge. If wall sheathing Is nailed WINTER DE-516N TEMP 11 3" on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. 2 Men wall sheathing Is continuous over connected members,the tabulated number of nails shall be permitted to be ®� ' ® : reduced to I-Ibd nail per foot. 8302A Wall and ceiling finishes not including trim, door, and window frames shall have a flame-spread classification of not greater than 200. Wall and ceiling finishes shall have a smoke-developed index of not greater than 450. ® recessed 4 Combustible lx insulation shall be separated a minimum of 3 Inches from OENERAL recessed lighting fixtures, fan motors, and other heat-producing devices or separated in accordance with the conditions stipulated in the fixtures listing. Recessed lighting Installed in the building thermal envelope shall meet the I. All work shall comply with the 2020 International Residential Code for one and requirements of Section NI102.4.5 two family dwellings, the 2001 Wood Frame Gonstructlon Manual and the A5(,-E-7-05. 8308 Glazing at hazardous locations shall have glazing protection in conformance Gontractor shall coordinate any and all inspections as required to obtain certificate with r308. In general, glazing in all doors and fixed side panels, Giazings less than -DOUBLE TOP PLATE of occupancy on behalf of the owner. 60" above surfaces of tubs showers, etc. Glazing within 24" arc of doors in closed 2. All work shall comply with the New York State Energy Conservation Gode. See position with sills less than 60" above floor. Giazings over 4 square feet and less note 5. than 18" above finished floor. Glazing near stairways/landings. See complete text of 3. All electric work shall comply with the National Electrice Code. Electrician shall R308.4. Glazing for specifics on locations and exceptions. obtain fire underwriters certificate for all electric work and shall submit to owner. Provide all outlets and Junction boxes required for all appliances, pumps, equipment, R308b Skylights and sloped glazing shall comply with this section and have fully HEADER etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. Jacks, T.V. cable Jacks, etc. with owner as required for the full Installation and satisfaction of owners requirements and code compliance and shall provide some. 8309 Gara e o enln protection and separation required to be as noted and in MAINTAIN I" CLEAR Architect is not res onsllble for electrical designs for this project In an ,opacity. g g p p q FOR VENTILATION. FULL HEIGHT p 9 P j yconformance wit 8304. Garage floor surfaces shall be sloped to facilitate the STUD 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of liquids to drain toward the main vehicle entry doorway. Contractor shall review with the owner the requirements for plumbing Installations NOTCH RR F/ Including but not limited to fixtures, trim, accessories, etc. and requirements for water 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear SHEATHING HEADER TO STUD: service and domestic hot water. Architect 15 not responsible for any plumbing systems opening of 5.7 square feet. 24" minimum clear opening height, 20" minimum clear JACK STUD , n BY 51MPSON In any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. TENS CONNECTOR V 1 owners approved site plan and shall coordinate all inspections required for approval W/ I6-IOD FASTENERS Z of same. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED STAIRWAYS, HANDRAILS, OUARD5 SHALL BE INSTALLED IN FULL Gontractor shall provide surveyor with information as required. CONFORMANCE WITH THIER RESPECTIVE CODE 5EGTION5. ARCHITECT 15 NOT O 5. All H.VA.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. R-30 IN5UL. t_ 1 Code and Ener Code. Contractor shall review all mechanicals stems WINDOW SILL �W f and Building Energy y PLATE v with owner for type of system to be provided (I.E. oil, gas,or electric hot water or R311.'1 Stairways shall not be less than 36 inches in clear width at all points above the � > air, etc) Including air conditioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handrails shall not 71'P. ROOFTIES: STUD TO PLATE: �T� [)/ LUheating or air conditioning systems In any capacity. project more than 4.5 Inches on either sldeof the stairway and the minimum clear . 1 SIMPSON "HDUS" UPLIFT W d 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height including treads and landings, 5IMP50N H7 11-411 Z Q proceed with any of the work. shall not be less than 31.5 inches where a handrall is installed on one side and 27 CONNECTORS a 16" O.G. CONNECTOR W/ R" DIA. 7. All site work Including sanitary system, utllitles, easements. setbacks, elevations, Inches where handrails are provided on both sides. The maximum riser height shall be U.N.O. TYPICAL AT CORNERS H Q Q drainage, retaining walls, etc. shall be In accordance with a site plan prepared by the 825" and the minimum tread depth shall be q" in conformance with R3142. Minimum OF BUILDING AND AT _j z owners surveyor. The Architect Is not responsible for site designs of any type In any headroom 6'-8'. All stairs shall be provided with illumination in accordance with BOTTOM PLATE ENDS OF SHEARWALL5. < ctors whom are experienced with capacity. Section 8303.4. Enclosed accessible space under stairs shall have walls, under stair t W 0 8. All work shall be performed by licensed contrasurface and any soffits protected on the enclosed side with 1/2-Inch gypsum board. z the type of work being performed. All contractors shall maintain liability Insurance and `� LU LU workers compensationg performed in 8311.7.8 Handrails having a minimum and maximum heights of 34 inches and 38 Inches, � � Insurance in connection with all work being O � project. respectively, measured vertically from the nosing of the treads shall be provided on 9. All materials, systems, equipment, fixtures, etc. shall be installed in strict at least one side of stairways. All required handrails shall be continuous the full O Z compliance with the manufacturers written specifications and Installation instructions length of the stairs with two or more risers from a point directly above the top riser Q including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be O 10. All contractors shall warrant their work In writing to the owner for a minimum returned or shall terminate In newel posts or safety terminals. Handrolls adjacent to period of two years. a wall shall have a spce of not less than 1.5 inches (38mm) between the wall and the ((�� J 11. The Architect shall not have control or charge of and shall not be responsible handrail. The handgrip portion of handralls shall have a circular cross section of 1-1/4 P4 l__a for construction means, methods, techniques,sequences, or procedures, or for safety Inches minimum to 2-5/8 Inches maximum. Edge radius of V5". Q Q programs In connection with the work or for acts or omissions of the contractor, ��,/�I ��� ���I �I� � T�I � subcontractors or any person performing any of the work, or for the failure of any of 8312 Guards are to be a minimum of 36 Inches (gl4mm) In height. Open sides of stairs I A I I I them to carry out the work in accordance with the Intent of the contract documents in with a total rise of more than 30 inches above the floor or grade below shall have 7 i � RO®= Y `4/ C.J. O that Bald reior doors, Is the sole responstblsid of the contractor. guards (each side) not less than 34 inches in height measured vertically from the 1 A7 NALL 0FEN( N05 O 0 12. All exterior doors, roofing shingles, trim,siding, etc. shall be reviewed and approved by owner. nosing of the treads. (second story guards are recommended to be higher) I" = I'-O" O 13. All Interior finishes Including but not limited to walls, flooring, tile, etc. shall be I" ' = I -O" reviewed with and approved by owner. 8314 Single and multiple-station smoke alarms shall be installed In each sleeping 14. All ed with misceland a interior items Including but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area in the immediate vicinity of the bedroom, on each additional story of the dwelling, Including basements. The alarm closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and d devices shall be e interconnected in such a manner that the activation of onalarm will o approved by owner. av 15. Where existing wails, posts etc. are removed it is the responsibility of the activate all of the alarms in the alarm shall unit. The alarshall be clearly audible in all contractor to provide temporary support, shoring, bracing, etc. as required. bedrooms over backround noise levels with all Intervening doors closed. All smoke 0 alarms shall be listed and installed In accordance with the provisions of this code and the household firewarning equipment provisions of NFPA72. R315 Carbon monoxide alarms shall be Installed outside each separate sleeping area 1PR oOc 1E@ IT#o 2236 1;�r=e5 I ON in the Immediate vicinity of the bedrooms. Where a fuel-burning appliance 15 located within a bedroom or Its attached bathroom,a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be listed in accordance LIME DEAD with UL 2034 and UL 217. e�oD [��[t,[ o PROJECTS-2236 A-I.DWG 30 10 ROOF , sNOH LOAD: R702.7 A vapor retarder are required on the interior side of frame walls in G1lmate PER .I2 PITO+ Zones 5, 6,7, 8 and Marine 4 with the exception of basement walls and below grade 40 10 DECKS / PORCHES portion of any wall. @#o 40 10 ROOMS OTHER THAN 5LEEPING ROOMS 8807.1 Attic access. An attic access opening shall be provided to attic areas that 30 10 5LEEPING ROOMS exceed 30 square feet and have a vertical height of 30 inches or greater. The 20 10 ATTICS WITH 5TORAGE rough-framed openinh shall not be less than 22 inches by 30 inches and shall be located In a hallway or other readily accessible location. A 30-Inch minimum 10 10 ATTICS WITHOUT 5TORA67E unobstructed headroom In the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical A � l equipment is located in attic. RI001.1 Masonry chimneys shall be constructed, anchored, supported, and reinforced as required in this chapter and the applicable provisions of Chapters 3, 4, and 6 with applicable clearances to combustibles and firestopping. ommaF a000 5 of 8 F--________� GENERAL_ REMOVAL. NOTES: I I I I. THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING 1 L---------------------------------------- ----- -------- -------------- _____ _____________ ____________ - UTILITIES, PIPING, WIRING, GA5 LINES, PLUMBING LINES, ETC. THAT ARE --- ----E--_= =_3- 1 --------- - I AFFECTED BY ANY AND ALL AREAS OF DEMOLITION. SAID UTILITIES IF TIII SHALL BE TERMINATED IN ACCORDANCE WITH APPLICABLE CODE PROVISIONS PRIOR TO PROGEEDING WITH DEMOLITION WORK. a QG-�C�Ci]04GC�4 2.ANY AND ALL REQUIREMENT5 INCLUDING BUT NOT LIMITED TO OSHA AND NEW YORK STATE BUILDING CODE REQUIREMENT5 FOR e e ��� G30OQ[�©G31� QMG[�MC� II DEMOLITION WORK SHALL BE ADHERED TO FOR ALL WORK -I6 Ili PERFORMED IN CONJUNCTION WITH TH15 PROJECT. I I I EXISTING I I I EXISTING DECK �III 3.GONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS -Ib 1 -13 5UNROOM R-2 n'I PRIOR TO GON5TRUGTION. SHOULD ANY BEARING PARTITIONS BE III REMOVED AS PART OF THI5 PROJECT, CONTRACTOR SHALL PROVIDE ���I� ❑ I I III TEMPORARY BRAGING UNTIL NEW WALLS OR SUPPORTING MEMBERS I I I 2°xbs 5 xbs 2°xbs I I 8xb5 2°x4� ARE IN PLACE. NOTIFY ARCHITECT OF ANY AND ALL BEARING _ _ __ PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW +� __ r------� -_ -13 GON5TRUGTION. I -12 12 xe I I 1 11 - 4.CONTRACTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO UP I L------J a BE REMOVED FROM WALLS THAT ARE TO REMAIN. SAID FINISHES TO � I 12R I � n BE REMOVED MAY INCLUDE EXISTING VINYL WALL COVERING, II PANELING, ETC. t, --- FZ-41 5.ALL MATERIAL AND DEBRIS REMOVED FROM THE 51TE SHALL BE LEGALLY DISPOSED OF BY G.G. 1 1 I &.ALL PLUMBING WORK SHALL BE REMOVED AND GAPPED IN ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING EXISTING EXISTING i DINING ROOM LIVING ROOM R-II CODE AND ANY AND ALL LOCAL REQUIREMENTS. 1 UP ,'----------� EXISTING I -7. ALL ELEGTRIG WORK SHALL BE REMOVED AND TERMINATED IN 4R r IAM STER I ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC \1 j BEDROOM I CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITER5. EXISTING ---_-_-_-_-_-_-_' I a.6.6. SHALL PROVIDE TEMPORARY SUPPORT OF ANY 4 ALL UTILITIES, GARAGE R-g R-g PIPING, CONDUITS, THAT 15 AFFECTED BY THEIR WORK. LJ fl [EI3 R-Q R-4 R q.. CONTRACTOR SHALL COORDINATE W/OWNER THE REMOVALS OF LS° R b lylu R-c EXISTING ITEMS THAT OWNER MAY WI5H TO RELOGATE/REU5E. EX115TINO 10-1-22 ISSUED FOR PERMITS R-1 I BATH 2x4� $ GONSTRUGTION._______________ __ tc UP ----------------- r -- \1 REMOVAL VOTEG: 5R e I'D R-I R-1 -----------� I 11 --------- EXISTING WOOD FRAMED WALL TO BE REMOVED AS INDICATED ZL 12-2a-22 REVISED AS I REF. II I I I SKY LIGHT OPENINGS PER OWNER GHANOE5 INCLUDING BUT NOT LIMITED TO ANY AND ALL FI EGTRIGAL I r r I I DEVICES, MECHANICAL, PLUMBING, GYP. BO. 4 M15G. FINISHES ETC. ° 'r � I I b b �� +6� �, 1 1 R-I GL. 2 lig I I ------- 'L+ R-2 I I &-26-23 REVISED AS 5-4 R— j r----� �� 0 I I R_2 EXISTING DOOR, FRAME, $ HAREWARE SHALL BE REMOVED PER OWNER GHANOE5 III I R-2 DISCARDED. R-5 R-Q I I I i _ i i % R-I R-b __ 14 I OMITTED EXI5TING ;PCR_2 PORTION OF EXISTING WOOD FRAMED WALL SHALL BE REMOVED v'u"o EXISTING I i I rr 8 HALLWAY +6a TO ALLOW FOR NEW POCKET DOOR. KITCHEN 11x&R-4 I`� ,'I ---J I I I °�� EXISTING FLOOR FINISHES SHALL BE REMOVED TO 5UBFLOOR 4 ----------- R-4 BE PREPPED FOR NEW FLOOR FINISHES. I WA5HER DRYER I I I I I I v v I x3 R-& I ��\ 1 r---� �� +b . I I u n BATH ;�' _-- `,1 1 IL_ _JI I I I rr R-2 I r------- I C i I �____�`� I I ,6 Q EXISTING KITCHEN APPLIANCES, BASE CABINETS, WALL CABINETS, °� I r-----r I I EXISTING R-5 1--J�----- +sem I --------� COUNTERS, ETC. SHALL BE REMOVED IN THEIR ENTIRETY. ° �6 i i i n+� I`-------------------Jl R-I 1 1 FOYER I I R-7 U 0 -------, R-2 -_�-_ I I EXISTING PLUMBING FIXTURES SHALL BE REMOVED 4 DISCARDED EXISTING I FR--(- Lr BEDROOM 2 i I IN THEIR ENTIRETY. I R-2 R-3 DOWN I R-g I II , i I EXI5TINC7 GYP. BOARD GLC7. TO BE REMOVED AND 015GARDED IN 12R 2 x4 I I -t� R-� THEIR ENTIRETY. EXISTING EXISTING a s I I I I FEN EXISTING 2X6 GLC. JOISTS TO BE REMOVED AND DISCARDED IN MUD ROOM (2)I xb r' BEDROOM 3 I 1 R-8 R-cl I I � -------J I THEIR ENTIRETY PANTRY R-I I I - —, R-4 ---------' R_cl EXISTING GLC. FAN, REGE55EP LIGHTING SHALL BE REMOVED 4 I 6 R-4 DISCARDED IN THEIR ENTIRETY. Il n i KITCHENETTE 1 2 x3 2 x3 ®I EXISTING HANDRAIL TO BE REMOVED IN ITS ENTIRETY. I rL----- R-8 4� I i6 I R-II EXISTING DECORATIVE WD BOXOUT CASEWORK ON GLG TO BE A� R- +ss I I REMOVED 4 P15CARDEP IN ITS ENTIRETY. I I EXISTING ATTIC STAIR TO BE REMOVED 4 DISCARDED IN ITS 4 x4 I I I I 2n x41 1 I 2nx4' -12 ENTIRETY. L----------------a I I 11 I EXISTING WINDOWS SHALL BE REMOVED 4 DISCARDED IN THEIR �--------------- 1 I I I I -13 ENTIRETY. I I II II L_----_- I L---- -----J I -14 OMITTED _I� -15 EXISTING 3 5EA50N ROOM SHALL BE REMOVED 4 DISCARDED IN t ITS ENTIRETY. INGLUDING BUT NOT LIMITED THE FLOOR FRAMING, Z FLOOR FINISHES, WALL CONSTRUCTION, GEILING FRAMING ROOFING. O --------------- -Ib EXISTING WOOD DECK FRAMING, FOOTINGS, DECK BOARDS, w — RAILING, 5TEP5 SHALL BE REMOVED 4 D15GARDED IN THEIR ENTIRETY. `./ -17 EXISTING NON COMPLIANT WINDOW WELLS TO BE REMOVED AND REPLACED WITH EGRE55 COMPLIANT WINDOW WELLS. -18 EXISTING 60 GRETE PORCH AND STEPS TO BE REMOVED AND W z z DISCARDED IN THEIR ENTIRETY. "CONX1T CTOR SHALL �OSIFY REMOVAL OF QL �D ANY EXNG CONSTRUCTION 15 NECEINATE AND SSARY TO COMPLETE Q (3 Lu NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE W W 1: -1 ♦- REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE ld,� Z < Q 4„ VTR WITH THE CONSTRUCTION OF NEW WORK. Z Roof= z J IL 3" ---------i -------- -- --- - --------- - i 9II F- IT 211 --------- --------3 7 --------_--- --- 2" 1 i PROPOSED 12"1 M5TRi KITCHEN BATHROOM 13„ lf� , BATHROOM , O SINK i i I oo O 1112 i LAV. LAV. LAV. i O i � o0 Z [Wl DH 5HRI v2" WG I TUB ; 1ST. f"LOOR �' v , G.O. G . " G.O. 11 4" P12 IRC U#o 2236 G.O. TIE INTO EXISTING SGHD 4" AFT ROVED SANITARY PITCH 2„ _ 2__ __--- 4�� SYSTEM. EXI5TING 4" SANITARY LINE --- PROJEGT5-2236 I A-2.DH6 11/2" ' 1/2• L—L- I, D e�MOaC�#o 15HR; BASEMENT G.O. 3 3„ SEWAGE 3• �• E.J. PUMP �-MMV Bfl oo -4 of 8 P 1 T`I'FICAL NOTES: FOUNDATION NOTES: -5 FND./ FTC.: EXT. WALL: 8" THIGK GMU FND. WALL (or P.G. WHERE NEW) w/TYP. ANCHOR BOLTS, ON CONTINUOUS I6"w. x 8"d. P.G. FOOTING;TO A MIN. DEPTH OF 36" 12•x189"x4"GONG. 2"x4" STUDS 0I6"o.c. AT 8' HT. w/ R-15 INSUL. SHEATHING: 1/2" MIN. COX PADA AT STAIR PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 51" PLATES. THEN COVER BELOW 6RADE - ON UNDISTURBED GLEAN GRANULAR SOIL w/ MIN. I TON LOCATEDED-0 5TRINC&Rs. IS'DIA.50NOTUBE w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY PER S.F. BRO. CAPACITY. OPT. REBAR: 2-#5 BARS, HORIZONTAL � Q �Q�� Q Q I I MIN.36"BELOW SIDIN6/REQMT5. 4 ALL FIN15H TRIM (AS APPROVED BY OWNER). CONTINUOUS AT TOP 4 BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3 ° 9 I I 6RADE W 3800 PSI COVER. MIMMOUIEW coNc. 51 LL/TYP. ANGHOR BOLTS: ----------------- ------- ------- ---------------- --------------- - --------STwl ----------------- ROOFINO: 2-2"x b" (or 1-2x6 MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL IMF) H(pmMOO Dm mW[R 1IUCE W2x12 61R (2)2x12 61R 4"x4'P.T POST w/ _ _ _ _ ="•I•. ARGHITEGTURAL GRADE (MIN. 30 YR. RATIN6) ROOF SHINGLE5 (AS SELECTED PLATE, (PROV. TYP. 51LVWALL TIES, WHERE REQ'D) OVER TERMITE nowt C�G�C � o g mr fl i ° o fl BY OWNER) OVER 15 LB. FELT 4 3/4" MIN. COX PLYWD. 5HEATHIN6. USE 6 SHIELD AND 51LL SEALER w/ %"dla. ANCHOR BOLTS (?"MIN. EMBEDMENT NAILS PER 5HINOLE $ PROVIDE IGE SHIELD UNDERLAYMENT AT FIRST 24" MIN. AND 3"50UARE WA5HER5) ® 36"o.c. 4 28"o.c. WITHIN 8 FT. OF CORNERS I LINT OF DECK 4"x4°P.T POST w/ i FROM ALL ROOF EDGES/BREAKS. ALL FASTENERS FLASHING TO BE AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE I 1 ABOVE SIMPGe4ANCHOR BY 1 I CORROSION RESISTANT. PLACEMENT w/HOLD-DOWN BOLTS, AS REOV. TO CONNECT TO sIMP50N i 5HEARWALl_ STUD BRAGKET5. (5EE DETAILS). 4 I i ROOF TIES: 1 1 i 5I1-L/W,4LL TIES: PROVIDE SIMPSON, G520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d NAILS, EACH END OF STRAP, AT EACH RAFTER 0 lb"O.c. USED TO TIE ROOF RAFTERS TO REQUIRED ONLY AT ROOF BEARING WALL5: PROVIDE 51MP5ON C520, I I (20 Gage), 1 1/4 STEEL STRAP TIES ® 16 oc (AT EA. STUD w/MIN. 8- Sd I p g I WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR NAILS, EA. END) WRAPPED UNDER 4 UP INSIDE FACE OF SILL, GUT TO I V p CONNECTION OF TIES. LENGTH A5 REQ'D. (SEE DETAIL) iii p 0 V l ° o�_ ° ; HALL TIES: HOLD-DOWN OLT: � , '7 CL B X ® 2•XIO"P.T.LED6ER BOARD � I REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER SIMILAR TO TYP. ANGHOR BOLT, EXGEPT 5PAGED AS REGD. TO . W Y. I J"DIA x 4 k LAC,BEVE L L STUDS AL16N WITH LOWER LEVEL STUDS TIE STUDS TOGETHER w/OLTS I ANCHOR 5HEARWALL 5E6MENT5. (5EE 5TND. DETAILS). CONTRACTORS N ® 11 STAGGERED® 32'O G.W/ 1 I I .isr.HANSERs I Exlsr_BILG ® O 51MPSON G520 STRAPS I6„ ? MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE CONST) TO o.c. USE MIN. -8d NAILS, EACH END OF STRAP. _,,.. ENTRANCE (SEE STANDARD DETAILS, DWG. U. INSURE ALIGNMENT OF BOLTS 4 STUD BRACKETS. OPTION: (INSTEAD � OF HD2A'5 $ BOLTS): USE STRAP TIE HOLDOWN, 5IMP50N 5THDIO X- _ _ _ _ =.L_ _ _ _ _ _ 51LLMALL TIES: EM13EPED IN FND. WALL 4 EXTENDED UP OUTSIDE FACE OF WALL AS REQ'D. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 5IMP50N G520, REQ'D. [SEE FLOOR PLAN FOR 5HEARWALL 5EOMENT5]. 20 GAGE STEEL STRAPS 0 I6"O.c., GUT TO LENGTH A5 REQ'O. FOR?-8d GONGRETE: UP NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL 4 UP OUTSIDE FACE OF ALL CONCRETE TO BE STONE A66REGATE, WITH A MINIMUM (28 DAY) 21'-6 I/2" 22'-3 I/4” qR WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. I) 5TRENOTH OF 3000 PSI, EXCEPT USE 3500 P51, FOR ALL EXTERIOR USES; INGLUDIN6 6ARAOE SLAB, ETC. w." HEADER: n n MIN. HEADERS: 3-2"x8" AT 2x6 WALLS, AND 2-2"x8" AT 2x4 N EXIST.OIL BURNER EXIST.ELECTRIC J WALL5/PARTITION5, UNLESS NOTED OTHERWISE N.N.0). SPANS OF v - PANEL 6-0 Q AND OVER; SUPPORT w/ DBL. STUDS, -O AND OVER;SUPPORT 0 O N O R " NOT 5: 110--1-22 ISSUED FOR PERMITS w/ TRIPLE STUDS. PROVIDE METAL TIES (51MP50N L5TA21, or EQUAL) �' dJ MEGH. ROOM FROM HDR. TO JACK STUDS AT EXTERIOR WALLS 5UPPORTING ROOF I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-Qa; GONSTRUGTION. STRUCTURE. SEL INC, ?_6„ O CONCRETE SLABS SHALL BE 3500 PSI STONE CONCRETE; ALL FIRE RATED = EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. A 12-2cl-22 REVISED AS DOOR ° F6'5GSG/502UB-FASCIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/F1 5LAB5 ON 6RA OE SHALL BE NORMAL WEIGHT CONCRETE. PER OWNER CHANGES 1 CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, ETG. - OPT. 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE - INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM A 6-26-23 REVISED AS EXIST. 5HR ( EXIST, VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD TRIM AS SELECTED. A-615 GRADE 60. PER OWNER CHANGES UNEXCAVATED 6"xb � OIL TANK INCLUDE GUTTERS 4 LEADERS, AS APPROVED BY OWNER. 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR F l - - -_ SUB-FLOOR: REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 PROP. 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 'n BATH - 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVERSOLD BLOCKING, GLUE GL. mrr 4 NAIL PLYWOOD TO FLOOR J015T5/FRAMIN6. - (VERIFY SPECIFIC DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- ?'-4" —— — —— UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 4'-I I I/2" 5'-6 3/4" SELECTED BY OWNER). ❑ - _ OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL �0 2x68 GO RIM BOARD: BE IN ACCORDANCE WITH AGI 5P-66. (88) PROP. cv 48 BARN DOOR 5. PROVIDE TWO #5 ALL SIDES FOR OPENINGS IN CONCRETE ' e e REG AREA I I �t AT TJI ENGINEERED FLP. JOISTS, BY WEYERHAEUSER, (LEVEL;USE MIN. I" e-RIM UP 2 x6 I m BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK HAILERS;USE V4" RIM BOARD. WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2'-0" BEYOND 12R I b-11 ?'_5 �� OSD s� ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 OPENING; HOOK ENDS. VERT. SQUASH BLOCKS (PER JST) UNDER ALL BEARING PARTITIONS POSTS. m " G)SD 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR I I - FRAMED OPENING SMOKE DETECTORS: ® MECHANICAL TRADES. OPENINGS SHALL BE PLACED SO AS NOT GLAZED WALL SHALL INCLUDING CARBON MONOXIDE DETECTION: PROVIDE BOTH TO AFFECT THE STRENGTH OF STRUGTURAL MEMBERS. BE TEMPERED TO I AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. MATCH SLOPE OF STAIRA4ALL LINE OF (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL ❑ I- SOFFIT P.G.EOREss LOCATIONS, ON ALL LEVELS). GL. 6,_8„ N O5D _ wlNDow wFl i �'s Q INSTALL METAL �6 8 LADDER TO PROP. PROP. SDE EXIST. ( OFFICE BEDROOM #4 �' CRAWL5PAGEFT-I OG �i 6 3'-O" MIN. E.J. INNER LIP To - INSTALL WALKABLE MEGH. SPATE —LINE OF CL. 4D CA"LEVB. aABOVE \ �1 1 EXIST.NDN-E61RE55 1'-8 1/2" 10'-10 3/4" WINDOW d WINDOW WELLLf -� I ~ r- CL I C P.G.EGRESS EXIST. STRUCTURELm U } p z O WINDow wr=LL ABOVE W-44OR BY 5IMP50N N � m INSTALL METAL AF� �('�;`/; L44— I 4'-0" LADDERCODT° w J11 Z LU PROVIDE WALK-ABLE MTL. HINGED GRATE 5'-6" ,_b„ INNER LIP TO INSTALL 8" P.G. E6RE55 WELL SHALL BE (n J Z WALKABLE 6RATE EQUIPPED WITH A PERMANENTLY W Q Ib'DIA.50NOTU13E MIN. LINE OF DECK ABOVE AFFIXED LADDER USABLE WITH THE BELOW GRADE I-V 550C PSI EXIST. F.J. (2) 2x12 WINDOW IN THE FULLY OPEN POSITION. Z Z r-\�5A5.Ets�EN7 FLAN„ GOA HDR BUIDLD DER N6 GEODES�D AS PER LOCAL Z w < 0 EXIST. 6RADEZ O {— Q ~ EXIST. GYP. r w BD. GLS. GORE. MTL. LADDER TO CUj EXIST. BASEMENT (HABITABLE) I,I?6.23 S.F. I _ � O (� EXIST. BASEMENT (NON-HABITABLE) = 255.14 5.F. L. 0 SND• EGRESS �--- USE 3/4" GLEAN EXIST. FIRST FLOOR = 1,808.41 5.F. ANDERSEN WINDOW MARK QTY. ROUGH OPENING UNIT DIMEN510N5 t- FREE-DRAINING ROCK OR � EXIST. GARAGE = 416.08 S.F. EXIST. WOOD FRAMED WALL 400 5ERIE5 -tl- C•XH1145 A6 STONE AT LEAST 12" IN TOTAL HABITABLE SPACE = 3,40032 S.F. TO REMAIN. - _ - EXIST. WD. FRAMED CASEMENT BY WIDTH AROUND ALL SIDES EXIST. WALL w/ GYP. BD. ANPER5EN DECK (UNCOVERED) = 33-1.15 S.F. OF WELL. FILL TO DEPTH @ d ----------- EXIST. WOOD FRAMED WALL O FW68068R I b'-8 " x 8'-0 DECK (COVERED) " 6'-8" x T-II " = 1a2.2Q S.F. _ z OF FOUNDATION FOOTING. [� I- ----------- TO BE REMOVED 44" MAXIMUM FROM vG� ° � TOTAL DEGK = 530.04 S.F. B G13 1 3'-0 " x 2'-0 " 2'-11 " x 2'-0 �" FLOOR TO WINDOW - d 0 SILL TO MEET EGRESS X NEW 2"x4" NO FRAMED G TH3046 4 4'-8 " x 3'-I 4'-8 " x Y-2 �" CODE REQUIREMENTS Pn@JE@T#o 2236 WALLS ® I6 O.G. w/ I/2 G.W.B. EA. SIDE WINDOW NOTES: I. ALL BOTTOM OF WINDOW HEADERS SHALL BE WELLS CAN BE [FG[L[Rg PROJECTS-2236 050 SMOKE DETECTOR 6'-8" AFF UNLE55 NOTED OTHERw15E. INSTALLED LOWER THAN A-3.DWG 2. PROVIDE JAMB EXTENSIONS AS REOV FOR 6 HALLS. RECOMMENDED 3 1/2" TO 'ColCARBON MONOXIDE 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO HELP MEET GRADE DG3G��OMC�#o DETECTOR ORDER( 6. CONDITIONS 4. GONTRAGTOR SHALL COORDINATE AND VERIFY ALL ROUGH WINDOW OPENIN65 AS PER EXHAUST FAN MIN ?5 GFM MANUFACTURES SPECIFICATIONS WITHOUT EXCEPTION. INDICATES EORE55 WINDOW I ® I CEILING HEIGHT � SCALE: I/2"= I'-O" c�J l lmv mal of 8 FRAM I NCv N® I B I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS FIR-LARGH STRUGTURAL GRADE NO.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/5" MIN. �O®R Jul I Nom® �Ci�`I I7UL THICKNESS OR AS NOTED. nog QOLmiloR Ls1MC�G�INJC 3. ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR. G�DCICG3G�lCLa�g �� ° MARK ANDERSEN QTY. ROUGH OPENING UNIT DIMENSIONS EXPOSURE I. 3/4" MIN. THICKNESS. ALL EDOE5 OF PLYWOOD TO 400 SERIES BE SET ON 50LID BLOGKIN5. GLUE AND NAIL PLYWOOD EXIST. 5UBFLOOR TO FLOOR J01575. 4. ALL HEADERS 6-O AND OVER SHALL BE SUPPORTED WITH O FWG806bR 1 6-b x 5'-0" 6-b x 7-II DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL T-O" 22'-4" HEADERS SHALL BE A MINIMUM OF 2-2X8 OR A5 5HOWN ON w 01B GI3 1 5'-0 x 2'-0 2-I I x 2'-0 DRAWINGS. [ 6 O 5. SOLID BLOGKINS SHALL BE PROVIDED FOR ALL J015TS AND 'C --------- -------- ----- * G TW3046 4 4-b x 3-1 4-b x 3-2 FLOOR BEAMS A5 PER N.Y.S. GODS OR AS NOTED ® 8'-O" O.G. A. ���,'�•.;.. -- ------------------ ------- ----- WINDOW NOTES: PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. � � Y; • ------- -------- --- ----------- NEW COVERED ROOF TO REPLACE 3/4" x 6" DECKING AS I. ALL BOTTOM OF WINDOW HEADERS SHALL BE 6. DOUBLE FRAMING AROUND OPENIN05(skylfghtsstalr5 etcJ OR AS ROOF AT EXI5TIN6 3 SEASONS ROOM SELECTED BY OWNER 6-8" AFF UNLE55 NOTED OTHERWI5E. i 7. DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS r- -------- ------ ------ - 2. PROVIDE JAMB EXTENSIONS AS REQ'O FOR 6" � ------ --------------- WALLS. � 3. REVIEW ALL WINDOW OPTION W/ OWNER PRIOR TO OR AS NOTED ON DRAWINGS. «T 51Z C��2"i2 sig i 5'-�" 5'-7" 5'-7" 5'�" ORDERING. &. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH 4. CONTRACTOR SHALL COORDINATE AND VERIFY RATED GALVANIZED METAL CONNECTORS BY 51MP50N OR '�„ " �i!=�� ALL ROUGH WINDOW OPENINGS AS PER APPROVED EQUAL. =r� MANUFACTURES SPECIFICATIONS WITHOUT I i dJ EXCEPTION. cl. PLYWOOD SHEATHING TO BE NAILED WITH SD ® 4" O.G. ,n EXTERIOR EDGES AND 6D ® 12 O.G. INTERMEDIATE. INDICATES EGRESS WINDOW 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND M�n n�❑ i I 2x8 R.R. i 2x8 R.R. I i EX15TINO BILGO DOOR lJ ❑ X ®I6" O.G. �� ®16" O.G. x � 'STUD WITH GALVANIZED HURRICANE TYPE H7 CONNECTORS BY O i N i !PROPOSED 51MPSON OR APPROVED EQUAL. cv i O i Ti i DECK 11. ALL PRE-ENGINEERED LUMBER SHALL BE "TRUSS JOIST" TJI cv i PROPOSED10-7-22 ISSUED FOR PERMITS i SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL COVERED DECK A _ JOISTS, GIRDERS AND HEADERS SHALL HAVE BEARING CONSTRUCTION. STIFFENERS INSTALLED AS PER MANUFACTURERS 1 12-29-22 REVISED AS EXISTING MASONRY CHIMNEY 'n RECOMMENDATIONS. WEB 5TIFFENER5 SHALL BE REQ'D AT ALL PER OWNER CHANGES I 6'-11 I/4" It i LOAD AND BEARING POINTS AT A MINIMUM. A SINGLE 1-3/4" LVL (GL OF DOOR) � i O 4"x4" SOLID POST RIM JOIST SHALL BE REQ'O AT FLOOR PERIMETERS. HANDLING, A 6-26-23 REVISED AS i T\ i STORAGE, AND ERECTION OF COMPONENTS SHALL BE A5 PER PER OWNER CHANGES MANUFACTURERS RECOMMENDATIONS. +b i 2x 0 DRWINDOW HEAD HEIGHT TO BE 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. i 4"x4" SOLID POST 48"x59" 7'_b" AFF. COORDINATE W/ i - MACHINE BOLTS o 12" O.G. 13 i O OWNER/ARGHITEGT PRIOR TO INSTALLATION I ��II 13. PROVIDE FIRESTOPPING AT ALL LEVEL PENETRATIONS. SUP 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR BEAMS, 5PAGIN0 NOT TO EXCEED b'. i i I a EXIST. WOOD FRAMED WALL }�' TO REMAIN. R00F I NS N07EB r p 2 ----------- EXIST. WOOD FRAMED WALL x 1. ALL ROOF SLOPE AREAS SHALL BE 40 YR. ASPHALT 5HINOLE5 BY - _ � ----------- TO BE REMOVED L F EXISTING TIMBERLINE, COLOR TO MATCH EXIST. ON 30 LB. FELT AND 3/4" 4R N MASTER BEDROOM GFX. PLYWOOD. � J I EXISTING ° MASTER 30 NEW 2"x4" WD FRAMED „ DW -1 BATH PGKT. 2. PROVIDE GRADE IGE 4 WATER SHIELD AT LOWER 36 OF ALL r L LIVING ROOM o DR WALLS ® I6 O.G. w/ I/2 SLOPED ROOF AREAS AND AT ALL VALLEYS. EXISTING - G.W.B. EA. SIDE GARAGE PANTRY SHALL i X FOLLOW SLOPE i PROP05ED 24" OF EXIST. ATTIC i STAIR. V.I.F. i KITCHEN O PGKT. O5D �SD SMOKE DETECTOR ODR. " GO CARBON MONOXIDE T`(F I GAJ_ NOTF-a: UPPOG TOM BUILT m b 0 ID ,°�+b ( DETECTOR 5R u� PANTRY X68 IN 5HELVIN6 tv e 1 l'11 `.yl E _ ry = EXHAUST FAN MIN 75 GFM EXT. WALL: 3'-6" , ���� GL. O 2"x4" STUDS @ I6"o.c. AT b' HT. w/R-15 IN5UL. SHEATHING: 1/2" MIN. GDX _ PROVIDE 4'-6 I/4" 4' I/4" iv PLYWOOD, EXTEND TO COVER FULL TOP, 50LE 4 51H PLATES. THEN COVER N REF. 30"x30" w/ 15 LB. FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY �6 ATTIC 7'-6° CEILING HEIGHT 51DIN6/REQMT5. 4 ALL FINISH TRIM (A5 APPROVED BY OWNER). 2- GO NO +68 ACCE55 4"x4" SOLID HAILLWAY 05D 6� 05D P05T ROOF I NC: o ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF 5HINOLE5 (A5 SELECTED 1b v BY OWNER) OVER 15 LB. FELT t 3/4" MIN. COX PLYWD. 5HEATHINS. USE 6 wA544M oRYM NAILS PER SHINGLE 4 PROVIDE IGE SHIELD UNDERLAYMENT AT FIRST 24" MIN. vlp+,6 FROM ALL ROOF EPOE5/BREAK5. ALL FASTENERS 4 FLASHING TO BE- 5011 - CORROSION RESISTANT. _ Q _ SOUARE F®OTA�E:a: W BATH EXISTING OR. EX15TING ROOF TIES- U FOYER ' 5 1/2" BEDROOM 2 EXIST. BASEMENT (HABITABLE) = 1,176 23 S.F. I } ° OSD PROVIDE SIMPSON, G520 5TRAP5, GUT TO LENGTH F/ MIN. b- bd NAILS, EACH Q/ EXIST. BASEMENT (NON-HABITABLE) = 255.14 S.F. END OF STRAP, AT EACH RAFTER ® 16"o.c. USED TO TIE ROOF RAFTERS TO _ EXI5T. FIRST FLOOR = I bOb.41 S.F. WALL STUDS, BELOW. VERIFY PROPER ALIGNMENT OF STUDS 4 RAFTERS FOR W O �SD DOHN PROPOSED DINING AREA _ EXIST. GARAGE = 416.08 S.F. 12R 30" � GL � TOTAL HABITABLE SPACE = 3,400:12 S.F. CONNECTION OF TIES. ^ 1 � _ z PGKT. m - [H I- �] EXISTING DR. DECK (UNCOVERED) = 33-175 S.F. WALL TIES: -� O C, 4e MUD ROOM (2)1'x(,' EXISTING DECK (COVERED) = 192.29 S.F. REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : WHERE UPPER < O Z BEDROOM 3 0 TOTAL DECK = 530.04 S.F. LEVEL 5TUD5 ALIGN WITH LOWER LEVEL STUDS: TIE STUDS TOGETHER w/ W 1 PANTRY SIMPSON 0520 STRAPS ® 16"o.c. USE MIN. 7-bd NAIL5, EACH END OF STRAP. Z (SEE STANDARD DETAILS, DW6. 1). Z � D- OX_, x_ x- x- 5'-11 1/4" O6'-9 1/ ' SILL/WALL TIES: Q Z }- O REQ'D. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE 5IMF50N G520,1 2411 O o Ib PROPOSED PGKT. 20 GAGE STEEL STRAPS o 16"o.c., GUT TO L EN6TH AS REQ'D. FOR 7-bd O i X- x_ - BATHROOM DR NAILS, EA. END. WRAP FROM UNDER ANCHORED SILL $ UP OUTSIDE FACE OF O O WALL, IN LINE w/ STUDS. (SEE DETAIL, DWG. 1) O -- i PROPOSED HEADER: L------------------ ---------- ---------------------------- -------- ------ ------------------- --------- -- --------O- I- MIN. HEADERS: 3-2"x5" AT 2x6 WALLS, AND 2-2"x5" AT 2x4 lel LINE OF ROOF ABOVE UP I I WALL5/PARTITION5, UNLESS NOTED OTHERWISE (U.N.0). SPANS OF < i [� 3R I 6'-0" AND OVER, SUPPORT w/ DBL. 5TUD5, Q'-0" AND OVER;SUPPORT i I I w/ TRIPLE 5TUD5. PROVIDE METAL TIES (SIMPSON L5TA21, or EQUAL) U- FROM HDR. TO JAGK STUDS AT EXTERIOR WALLS SUPPORTING ROOF on 5TRUCTURE. no �5 3 FASG I A/ 5OFF I T: @ O I"xb" FASCIA w/ 2"x 5UB-FA5GIA (AS NEEDED), SOFFIT: MATERIAL (TBD) w/ L= CONTINUOUS 5GREENED VENT, VERIFY ALL DETAILS, TRIM, ETG. - OPT. @, [ VER5ATEX TRIMBOARD (or equal) AND/OR T40 WOOD TRIM AS SELECTED. INCLUDE GUTTERS d LEADERS, AS APPROVED BY OWNER. SUB-FLOOR: pG30dC@4#o 2236 3/4" THICK, A.P.A. RATED PLYWOOD, ALL E06E5 OVER 50LID BLOCKING, GLUE --j 4 NAIL PLYWOOD TO FLOOR J015T5/FRAMING. - (VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FINISH FLOOR MATERIALS AS (� °�� ��d�o PROJEGT5-2236 SELECTED BY OWNER). A-4.DWG RIM BOARD: AT TJ EN61NEERED FLR. J0I5T5, BY WEYERHAEUSER, ILEVEL;USE MIN. I" e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DECK NAILER5;USE LV4" RIM BOARD. ALL INSTALLATION DETAILS MUST FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS (PER J5T) UNDER ALL BEARING PARTITIONS d POSTS. SMOKE DETEGTOR5: Q INGLUDINO GARBON MONOXIDE DETECTION: PROVIDE BOTH AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. (NOTE: ALL DEVICES, MAY NOT BE SHOWN: VERIFY ALL LOCATIONS, ON ALL LEVELS). EXIST. GAMBREL ROOF BEYOND dC�[�G LQo �Lalnl�lg LQo�oLao LaG3C�G��4C�C�4 EXIST. 2" x 8" PROVIDE RIDGE VENT RIDGE BOARD COORDINATE W/ MECHANICAL 2"xb" LADDER 2"x10" RIDGE BM. MAINTAIN MIN I" M GOOG1[`rnloOC3� MIMEAIR SPACE BETWEEN CONTRACTOR DIMENSIONAL pp�/[��[n]C5 e o FRAMING INSULATION � SHEATHINGS _ _ REQUIREMENTS FOR DUCTWORK 9 PRIOR TO FRAMING. M"Wgw"Qo M�6 2" x"6 11 G.J. EXIST. ROOFING / SHEATHING TO R-30 TYP. REMAIN R-21 TYP. (2) 20x 4" EXIST. 2"x6" R.R. ��� PLT5 R-21 TYP. ® I6 O.G. ED A GIRDER (3)2x12 GIRDER PROVIDE I" RIGID r ✓ , B.O..O. �" INSULATION (R-6) EXI5T. 2 x 6 G.J. • AFF (3)2 x 12 GIRDER 2"x8" G.J ® 16" O.G. @ 16" O.G. TO BE REMOVED EXIST. CANTILEVERED OVERHANG TO REMAIN 8" FIBERGLASS COLUMNS BY \—(2) 1 " x cl LVL = (NO CHANGE) HB40 TO BE WHITE NEW SLIDING DOOR - NEW BY ANDERSON REFER ` TO PLANS FOR HALL SPECIFICATIONS PROPOSED KIGTGHEN BEYOND PROPOSED DINING AREA 13 EXIST. CANTILEVER BEYOND (NO GHANGE) A 6-26-23 D/W EXIST. 5UBFLOOR �� NEW 2" x 4" WD R-30 BATT IN5UL. EXIST. 2" x 4" WD PER OWNER GHANGE5 REVISED AS TO REMAIN FRAMED WALL FRAMED EXTERIOR EXIST. FIRST FLOOR I" x 4" TtO DEGKING WALL ELEV. 0--0-- (DATUM) 2" x 10" P.T.D.J. 0 16 O.G. \� �� EXISTING 2" x 10" F.S. @ 16" O.G. TO REMAIN (NO GHANOE) T.O. DEGK ELEV. -0-2") (2)2"AT P.T. GIRDER (2)3/8" DIA. LAG 4"x4" WD. POST. TYP. BOLTS ® 2411 " GYP. BD. LAY IN GEILING FXISTINO GRADE W/ GB44 ANCHOR SPAGINO 6'-Q �" GRADE BASE BY SIMP50N 18" DIA. GONGRETE2"x10" P.T. LEDGER 2x4 WD. FRAMED 50NOTUBE W/3500 = WALL @16" O.G. EXIST. P.G. FOUNDATION 12"xl5a"x4" GONG. I I P51 GONG. MIN. 36" BOARD W/ " DIA x 4 (V BELOW GRADE LAG BOLT5 5TA6GERED — PROP. PA05 o 5'-0" O.G. @ 32" O.G. W/ J5T. LOCATED AT STAIR I I HANGERS �j REG AREA R-15 BATT STRINGERS. I I INSULATION I" RIGID IN5UL. (R-6) VINYL PLANK FLOORING ON EXIST. GONG. SLAB 5 a T I O N TH RU K ITCHEN 4 D I N I I O AREA ATTIC INSULATION SCALE: 3/8" = 1'-0" ATTIC FLOOR FRAMING RIGID INSULATION "R-VALUE/DEPTH PER CLIMATE" GOMPRE551BLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE SITE BUILT ATTIC ENCLOSURE - MEGHANIGALLY 5EGURED EXIST. 2"x8" RIDGE BOARD Vn Lu W � EXIST. 2"X6" U } EXIST. 2"x8" RR ® l6" O.G. EXIST. '�I\ RIDGE BOARD ATTIG MEGHANIGAL LATCH TO EXIST. 2"X4" R-30 INSULATION (2) 1 " x II PRESSURE SEAL AT W LU Z0 KNEE WALL W/ k PLT EXIST. 5TRUGTURAL KEEWALL SHALL WEATHER5TRIPPIN5 —1 BE MODIFIED TO ALLOW FOR B.O. LVL 1--1 --� Q EXIST. 2"x6'" 2"X6" G.J. 6 OG . . INSTALLATION OF NEW LVL. W LuLu R.R. ® I6 O.G. ELEV. ® 12-O AFF � � O +,Z� I— z � Q BATT R-30 INSULATION w o �— R-15 INSULATION ^ — O I—I Z - - - - - - - - - — — AIR 5EFALINO A7 0 o EXIST. G.T. TO — — LIVING ROOM, 2" x 10" GIRDER INSULATION BE REMOVED IN _ EXIST. (3) R-30 �EXIST. 2" x 6" G. 3 A 7T I ` A�C 5 5 PANEL `9 TO BE REMOVED SCALE: 3/4"= I'-O" ks) DINING ROOM u� ENTRY TO ALLOW O O FOR GATHEORALED -� GLC. \� PROVIDE 2"x6" N °o O — MANUFACTURED REGE55ED SUPPLEMENTAL — ,_, LGT GO INTERIOR WOOD FRAMED l TO 45 MASTER BEDROOM ATTIC INSULATION �—WALL � EXIST. LIVING ROOM BAT HROO ON5TRUGT G INC JOIST 1/2" GYPSUM BOARD Q L1 9 a N MASTER EXIST. 2"X4" WD FRAMING DRYWALL CLIP EDROOM / EXTERIOR WALL / pR041E@V#1-3 2236 EX15T. SUBFLOOR TO REMAIN EXIST. FIRST FLOOR �od�o PROJECTS-2236 INSULATED EXTERIOR WALL A-5 DWO ELEV. 0'-0" (DATUM) EXPANDING FOAM SEALANT AT PERIMETER CONTINUOUS BEAD OF SEALANT EXTERIOR WALL SHEATHING EXIST. 2"X10" F.S. a 16" O.G. DRYWALL GEILINO TO REMAIN (NO GHANGE) EXISTING GRADE RECESSED LIGHTING FIXTURE ti ®N RU AS ER 5 �RCVvl 5A7HR0011kol AIR 5EALIN5 A7 R G 55 D I N7w= LJOHTINO I N A771 C BALL K7H DR BALL (:�L. 1 P5 �` SCALE: 1"= I'-o" sG,4LE: 1 1/2°= 1'-0° 2G ENT a0"1-3 01EFIF & mmHg M.0.& La101N10 10T, 2 9) G3 oOM9 M LQMC MULE °m Ei 12 �'<." Q- F.0 f - .- F.0 --- --------------------------------------------- ---------- (9-26-23 REVISED A5 --------------------------------------------------------------- PER OWNER GHANGE5 1 1 --------------------------------------------------------------- 8"x8" F I BERG LASS COLUMN BY HB$G, T)-P. LINE OF ROOF ABOVE ---------------------------------- -----------------------------------, gll FIBERGLASS COLUMNS BY HBG TO i i BE WHITE 7 DEGKING AS SELECTED BY OWNER. I � 1 I I 1 2"x AO" PRESSURE TREATED 1 ' RIM JOIST 2" x 10" P.T.D.J. @ Ib" O.G. 1 i EXIST. FRONT DOOR I (3)2x12 GIRDER 1 TO REMAIN WRAPPED IN ALUMINUM 1 PROP. CEILING FAN (2)2"xl2" P.T. GIRDER w 1 1 1 (A5 5ELECTED BY OWNER) - 1 i I x 4" T$G DECKING W lU z I 1 1 1 4"x4" WD. POST. TYP. W/ H Q 1 1 p i PROP. CEILING FAN 2" x 8" P.T.D.J. @ 16" O.G. GB44 ANGHOR BASE BY Cn -� < v 0 O 1 (A5 5ELEGTED BY OWNER) S I MPSON W w (2)2"xlO" P.T. GRADE tt}i GIRDER Z VINYL BEAD _III�i III-III-III-111_1 e I-III=III-III�II= Q O BOARD CEILING GRADE I�I I�I I�I I-III 4 III-i I I-III-I 11- X11 i , '�I=1 1= I I III-I .����• �`�.°.,��.�• '• �.°�� � I=1 I I-III-I 11- O Z 111 1( I I�I 11 X111-111 I I 2"x8" P.T. LEDGER BOARD _ e e...:.. ' III-I I-III-I _ . . 18 DIA. CONCRETE I H/j'" DIA x 4 �" LAG BOLT -91 11-111 -III=1 SONOTUBE W/5500 P51 O STAGGERED @ 32" O.G. H/ 1=1I1-1 11=1 ..< .:,: .:. I=1 II �- r 4"x4" WD. POST. TYP. W/ JST. HANGERS 1 I I l=l I I , I I III_ GONG. MIN. 36 BELOW 1 O 1 I I =11 111=1 W 1 GB44 ANGHOR BA5E BY fflg6RI I I I :�° °"• '. °:•° <;: I I III- GRADE Q II 1 51 MP50N I I I 1 11 III 1 1 1 1 6 LED , =111-111=1 .e. a. • .. REGE55ED 1 i I I _ 0 1 LINE OF EXIST. DWELLING 11=1 I H I LIGHTING - - i i 18 DIA. CONCRETE 50NOTUBE _ _ _ O =1 I=111-I °: ° I-111= 1 W/3500 P51 GONG. MIN. 56' X111= Do 11 - O 1 I_Il °. ° ' III_ 1 1 �11�I •: . :a" •. °' �- a ..finn t� D "K STAFF I NO DTA IpG30dCC�4#o 2236 C,, I L I I O PLAN r-RONT f=0 C.,H 5 a T I O N - SCALE: I" = 1'-011 APR DwGTS-2236 SGA�LE: i/2 I -O GMERIE'T MOoo e of