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HomeMy WebLinkAbout49573-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE �r 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#: 49573 Date: 8/14/2023 Permission is hereby granted to: 4660 Vanston Rd LLC 8 Knolls Ln Manhasset, NY 11030 To: construct single-family dwelling with swimming pool & spa addition as applied for per DEC Non-Jurisdiction letter, SCHD and Trustees approvals. At premises located at: 4660 Vanston Rd, Cutcho ue SCTM # 473889 Sec/Block/Lot# 111.-10-15 Pursuant to application dated 3/22/2023 and approved by the Building Inspector. To expire on 2/12/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,994.40 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 SWIMMING POOLS -IN-GROUND WITH FENCE ENCLOSURE $250.00 CERTIFICATE OF OCCUPANCY $50.00 L* pector otal: $5,544.40 Bu TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 " Telephone 631 765-1802 Fax 631 765-9502 httos://www.sotitholdtowl.my.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. w5v Building Inspector. D II Applications and forms must be filled out in their entirety. Incomplete 2023 w'' applications will not be accepted. Where the Applicant is not the owner,an ,i�� i�6b 111 Owner's Authorization form(Page 2)shall be completed. 0l-aou7H D Date: 3 OWNER(S)OF PROPERTY: Name:4660 VANSTON RD LLC SCTM#1000-111-10-15 Project Address:4660 VANSTON RD CUTCHOGUE NY 11935 Phone#:516-410-2700 Email: Mailing Address:MANHATTAN CONCEPTS 130 CROSSWAYS PK DR WOODBURY NY 11797 CONTACT PERSON: Name:ZACHARY MANKES Mailing Address:MANHATTAN CONCEPTS 130 CROSSWAYS PK DR WOODBURY NY 11797 Phone#:516-410-2700 (CELL) Email:ZMANKES@MANHATTANCONCEPTS.COM DESIGN PROFESSIONAL INFORMATION: Name:BRIAN C GLASSER ATCHITECT PC Mailing Address:801 MOTOR PARKWAY HAUPPAUGE NY 11788 Phone#:631-239-2525 Email:BRIAN@BCGARCHITECT.COM CONTRACTOR INFORMATION: Name: Pge/y 8o)&/')//06" U�$ Mailing Address: )E:::U Z-T(3/kJ AI Jr Phone#: S 1 3 5 5-7 Email: DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ OAS Will the lot be re-graded? es El No Will excess fill be removed from premises? SKes ❑No 1 PROPERTY INFORMATION Existing use of property: Intended use of property:SUMMER RESIDENCE Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Subm B Int � Y wcA�vic�S []Authorized Agent Owner PP Y ) g Signature of AP ° Date: STATE OF NEW YOR SS: COUNTY OF NASSAU ) ZACHARY MAN KES being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)heisthe PRESIDENT (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 J� w day of G-rC)--\ 20-3 Notary Public PROPERTY OWNER AUTHORIZATION =Nassau e o°Ne York 10177 (Where the applicant is not the owner) au CountyMs Jul 13, 2026 I, residing at, do hereby authorize to apply on +bhalf t w of South lad' Building Department for approval as descri d here'reI AL-.1 3er' Signature Date Print wrier's Name 2 Generated by EScheck-Web Software Compliance Certificate Project 4660 Vanston Rd Cutchogue, NY 11935 Energy Code: 2018 Ill Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,368 M Glazing Area 27% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 4660 Vanston Rd Cutchogue, NY 4660 Vanston Rd Cutchogue, NY Energy Rating Service, Inc Matt 11935 11935 Wahl Islip Terrace, NY 11752 631- 566-8439 energyratingservice@yahoo.com OEM Compliance: 8.8%Better Than Code Maximum UA: 855 Your UA: 780 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck, Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements, Envelope- Asse!m,bfiga Prop.Gross Area Assembly or Cavity Cont. Req. Prop. Roof Rafters: Cathedral Ceiling 2,883 38.0 0.0 0.027 0.026 78 75 Wall 1: Wood Frame, 16" D.C. 26 26.0 0.0 0.052 0.060 1 2 Wall 2:Wood Frame, 16" o.c. 52 26.0 0.0 0.052 0.060 1 2 Window 1:Other 24 0.300 0.320 7 8 SHGC:0.30 Wall 3: Wood Frame, 16" o.c. 200 26.0 0.0 0.052 0.060 4 4 Window 2:Other 128 0.300 0.320 38 41 SHGC:0.30 Wall 4: Wood Frame, 16" o.c. 295 26.0 0.0 0.052 0.060 15 18 Wall 5: Wood Frame, 16" o.c. 66 26.0 0.0 0.052 0.060 3 4 Wall 6: Wood Frame, 16" o.c. 26 26.0 0.0 0.052 0.060 1 2 Wall 7: Wood Frame, 16" o.c. 49 26.0 0.0 0.052 0.060 2 2 Window 3:Other 12 0.300 0.320 4 4 SHGC: 0.30 Wall 8: Wood Frame, 16" D.C. 85 26.0 0.0 0.052 0.060 2 2 Window 4: Other 48 0.300 0.320 14 15 SHGC: 0.30 Project Title: 4660 Vanston Rd Cutchogue, NY 11935 Report date: 11/17/22 Data filename: Page 1 of 12 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter I Window 17: Other 24 0.300 0.320 7 8 SHGC: 0.30 Wall 31:Wood Frame, 16"ox. 328 26.0 0.0 0.052 0.060 12 14 Door 2: Solid 24 0.280 0.320 7 8 Window 18: Other 24 0.300 0.320 7 8 SHGC: 0.30 Window 19: Other 24 0.300 0.320 7 8 SHGC: 0.30 Window 20: Other 20 0.300 0.320 6 6 SHGC: 0.30 Wall 32:Wood Frame, 16" ox. 197 26.0 0.0 0.052 0.060 4 5 Window 21: Other 112 0.300 0.320 34 36 SHGC: 0.30 Wall 33:Wood Frame, 16" o.c. 177 26.0 0.0 0.052 0.060 9 11 Wall 34:Wood Frame, 16" ox. 532 26.0 0.0 0.052 0.060 11 13 Window 23: Other 59 0.300 0.320 18 19 SHGC:0.30 Window 24: Other 138 0.300 0.320 41 44 SHGC:0.30 Window 22: Other 121 0.300 0.320 36 39 SHGC: 0.30 Wall 35:Wood Frame, 16" o.c. 66 26.0 0.0 0.052 0.060 3 3 Window 25: Other 12 0.300 0.320 4 4 SHGC: 0.30 Wall 36:Wood Frame, 16"o.c. 68 26.0 0.0 0.052 0.060 4 4 Wall 37:Wood Frame, 16"ox. 66 26.0 0.0 0.052 0.060 2 2 Window 26: Other 24 0.300 0.320 7 8 SHGC:0.30 Wall 38:Wood Frame, 16" o.c. 243 26.0 0.0 0.052 0.060 11 13 Window 27: Other 24 0.300 0.320 7 8 SHGC: 0.30 Wall 39:Wood Frame, 16" ox. 171 26.0 0.0 0.052 0.060 6 6 Window 28: Other 63 0.300 0.320 19 20 SHGC: 0.30 Basement Walk Out:Wood Frame, 16" ox. 108 0.0 13.0 0.057 0.060 5 5 Window 29: Other 24 0.300 0.320 7 8 SHGC: 0.30 Basement Walk Out:Wood Frame, 16" ox. 148 0.0 13.0 0.057 0.060 3 3 Window 30: Other 96 0.300 0.320 29 31 SHGC: 0.30 Basement Walk Out:Wood Frame, 16" ox. 286 0.0 13.0 0.057 0.060 5 6 Window 31: Other 192 0.300 0.320 57 61 SHGC: 0.30 Overhang:All-Wood joist/Truss 292 30.0 0.0 0.033 0.047 10 14 Basement Ceiling:All-Wood Joist/Truss 147 30.0 0.0 0.033 0.047 5 7 Project Title: 4660 Vanston Rd Cutchogue, NY 11935 Report date: 11/17/22 Data filename: Page 3 of 12 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Re .ID 103.1, Construction drawings and :❑Complies Requirement will be met. 103.2 'documentation demonstrate > ❑Does Not [PR1]1 energy code compliance for the ;❑Not Observable 101, building envelope.Thermal envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ;❑Not Observable e systems serving multiple []Not Applicable dwelling units must demonstrate compliance with the IECC ;Commercial Provisions. 302.1, Heating and cooling equipment is Heating, Heating; ❑Complies 403.7 sized per ACCA Manual s based Btu/lar Btu/hr ❑Does Not [PR2]2 on loads calculated per ACCA Cooling, Cooling: ❑Not Observable Manual J or other methods Btu/Par Btu/hr approved by the code official. []Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 (Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4660 Vanston Rd Cutchogue, NY 11935 Report date: 11/17/22 Data filename: Page 5 of12 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 ;ONot 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 ;Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable i taken from the default table. ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. []Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 °❑Not Observable ;or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate <_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable 403.3.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ❑Not Observable R-6 where< 3 inches.Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 ;for< 3 inches in diameter. 403.3.2 Ducts, air handlers and filter ❑Complies Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not �1 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 Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable -'[:]Not Applicable 403.4 HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR17]2 above 105 4F or chilled fluids ❑Does Not below 55°F are insulated to >_R-3. ❑Not Observable ❑Not Applicable _ 403.4.1 Protection of insulation on HVAC w '❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R ❑Complies Requirement will be met. [FR18]2 >_R-3. ❑Does Not ❑Not Observable ❑Not Applicable Wv_v 1Nlgkw Impact(Tier 1) 2Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4660 Vanston Rd Cutchogue, NY 11935 Report date: 11/17/22 Data filename: Page 7 of 12 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Re .ID 303;1 All installed insulation is labeled ❑Complies Requirement will be met. [IN13]2 or the installed R-values t ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value, R R- UC'omplies :See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ;[-]Not Observable ° ❑Not Applicable 303.2Floor insulation installed per 'ElComplies Requirement will be met. 402.2.8 manufacturer's instructions and k❑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- ❑Complies See the Envelope Assemblies , iwall with at least 11/2 ofthe E] Wood ❑ Wood ❑Does Not table for values. 402.2.6wall insulation on the wall [IN3]1 exterior,the exterior insulation ❑ Mass ❑ Mass ;❑Not Observable 4 , :requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per _ ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. '❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 iMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 4660 Vanston Rd Cutchogue, NY 11935 Report date: 11/17/22 Data filename: Page 9 of 12 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ❑Complies Requirement will be met. [F[25]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 E❑Complies Requirement will be met. [F126]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 Requirement will be met. [FI28]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 Requirement will be met. [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. 403.5.2 Demand recirculation water ❑Complies Requirement will be met. [F130]2 systems have controls that []Does Not manage operation of the pump - ❑Not Observable and limit the temperature of the water entering the cold water []Not Applicable piping to <= 1049F. 403.5.4 Drain water heat recovery units ❑Complies Requirement will be met. [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ❑Complies Requirement will be met. [F16]1 fixtures have high efficacy lamps._ ❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies Requirement will be met. [F123]3 no continuous pilot light. ❑Does Not 1191, ❑Not Observable ❑Not Applicable ................ 401.3 Compliance certificate posted. ElComplies Requirement will be met. [F17]2 ❑Does Not `❑Not Observable ❑Not Applicable �1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 4660 Vanston Rd Cutchogue, NY 11935 Report date: 11/17/22 Data filename: Page 11 of12 C2018 IECC E,ne�rgy NJ/ Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 26.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork(unconditioned spaces): Glass & Door Rating LI-Factor SHGC Window 0.30 0.30 Door 0.28 Heating & . . Heating System: Cooling System: Water Heater: Name: Date: Comments GENERAL NOTES: 1. THE DESIGN ENGINEER SHALL OBSERVE THE OWTS PRIOR TO BAC KFlLLAND DURING SYSTEM STARTUP. ". 2. THE OWTS INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH [3 AND SHALL BEANAUTHORREDINSTALLER 3. THE OWES INSTALLER SHALL REGISTER THE ONSITE - TREATMENTSYSTEM WITH SUFFOLK COUNTY DEPARTMENT OF O / -µ \ 9NC ywN HEALTH.THE ENGINEER OF RECORD SHALL PROVIDE RECORD -90 #. =-� �16 orewon�onr a�i� - eT.s em _ IL.F.411p DOCUMENTS AS REQUIREDPERAT10NAND \ „� -� \ S AN EXECUTED OPERATION AND MAINTENANCE CONTRACT _ - / oft fi L3LT3� BETWEEN THE MAINTENANCE PROVIDER AND THE PROPERTY 1 - OWNER SHALL BE PROVIDED TO THE SCDH. a - 1' `LL 5, A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF _INTS, ,���eoenar J e.E OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO - ----E �s� � �_ // �f ��--� �� � ��� ����. o�o.enw evxm FJ ARRIVAL TO THE SI TE USING A METHOD APPROVED BY THE ate€ { "_ _ �O 1— ' MAN UFACRER �"_ '� _ '�+, - _ qq Na 7. ALL ELECTRICAL LINES FROM THE DWELLING TO THE CONTROL PANEL AND FROM THE CONTROL PANEL TO THE JUNCTION BOX \ �" r.V _ / - � SHALL BE SEALED AND WATER TIGHT. B. CONTROL PANEL TO BE SET ON A PRECAST CONCRETE mA \ \\ PEDESTAL AND SET 21NCXE3 ABOVE GRADE TO PREVENT WATERs - �• �`+ '� sa '- - '"`- `_ 0 INTRUSION, 9. OWB SHALL BE LOCATED MINIMUM 3'-0'FROM THE DRIVEWAY. \\\ \\\\ ABINCH HIGH PRECAST CURB SHALL BE INSTALLED IN-BETWEEN THE THE DRIVEWAY AND THE OWTS IF3FEET SEPARATION CANNOT - - n BE MAINTAINED. 10. NEW UA OWT SYSTEM TO BE VENTED THROUGH PLUMBING, \ �'A §�_ = T - a'�\\�T � NO HOUSE TRAP TO BE INSTALLED .� PARCEL INFORMATION: s g € i`� J) '€ z �T-"$ `" ��r SURVEYOFLOT332maoa, RIM QI'MAENOW MAP WOFHASSWPOW �a134 Fvfl�ksYAY T3 .= f \ e�- €IEED-- 19-1BnN€S-kid Rslmm - ,__ -- OP"m \, Z SITUATED A7 CUTCHOGUE p� TOWN OF SOUTHOLD `-_ -- --, Z "O KCOUNTY,NEW YORK LOT AREA: LOT AREA 63,842 FTI OR 124 ACRES �� _. ��.. SURVEYED:NOV 30,2020 =__ '_ REVISED:DEC 15,2021 r t _e �' - -'. 'v - a�..ism.. \ � _ _ «_ � � +' - V ------ SITE UNE SITE PLAN BASED ON SURVEY PREPARED BY: a�• { — .... °` - • H V € KENNETH M WOYCXUK LAND SURVEYING PLLC - '" _.. �, - .. �I (per PROFESSIONAL LAND SURVEYING AND DESIGN `V T -V U f7 I P.O.BOX 153 - s _ AQUEBOGUE,NEWYORK11931REST HOLE ] PH:(631)298-15N \\� Nvsucaoso9ez -� INNER - -- TOTAL SANITARY SYSTEM BER M(BEDROOMS Bk \\. - __ �\ _ SCALE it-IW UA SIZE REQUIRED:SW GPD _" LEACHING REQUIRED:825 PIPCIFkN k0.P€ ` - � Z oa n�re two _ - , �,—— C9 1Yra�3TT{ »€ vL_ ( W PROPOSEDSE_RTRICS_YSTEM. I U)`W (1) HYDRO ACTION AN-1100(1100 GPO PROPOSED) 1^g- � O Z y (1)10'.0'0x20-0'DEEPLEACHING POOLS(828.0 FT�PROPOSED) ami• " "- 33� Q J _ UZ4 U'ICL-AN 11A OW TS o NOTE; —� as F N Oa PROPERTY RES SERVIWITHICED BY PU SUBJECT u , - R� PROPERTY ARE 3ERWELL BYPUBLIC SUFFOLK COUNTY JEPARTN EN'OF HEALTH SERVICES $ _ - ***B9 e,a .�-- - W V D Q PROPERTY LINESOR PRITE WELLS x150'FROM PFRM T FOR APPROVAL OF CONSTnc7mON FOR i� ® N 'TT ON ' Q B Z SINGLE FAMILY RESIDENCE ONLYe -___ _ 'TREATMENT UNIT INLET LIN { ) � �w a� &= _- ON NEW CONST UCTION*** � DAT E ')2r"m H.S. R-22-2179 IP0PIXIVP .� s - APPROVL3 9R MAXIMUM Os R 9 -----_8FDROCIVIS ;te a �,. ekskwwomina pROrEcvw : TEST HOLE DATA EKE R€ST=R€LEAR FROR1 DATE OF APOROVAIL exes rra>oa EL:38.0' 0.0' •TOP SOILS W/DECAYING ORGANICS IMO FINE TO MEDIUM SANDS ISM) PROPOSED SEPTIC PLAN a'2.0' -BROWNAND RUST BROWN MIX OF CLEAN AND SILTY FINE TO MEDIUM SANDS(SW) SCALP:1--30' lAe.rteh a 12D EkEVATroNsekwxN MEBM19LDaN uSCANDli6 Mkw0uw heel r`.z. - --. . •PATE BROWN AND LIGHT BROWN MIX Ces18�Profe I 'i 11 F - dOF - 22d FINE TO COARSE CLEAN SANDS(SW)3 S.b^jie�.E RA,C P ' `% ct. =c'�-a-�:.o -� ¢ 5- 8 _-sousa SY=tem ;�� TYPICAL RETAINING WALL DETAIL -LSF use Durr:4V'AStI'3 .� H,E,G.W. SANDS WITH COARSE GRAVEL(SW) I --- - -- NOT TO SCALE C-1 �� I EL:3.S 370' �e COMMEMS GROUND WATER ENCOUNTERED TIMET SUN I AT325BELOWGRADE - SET RDAD TEST HOLE BY: _ SLACKE TEST BORING — 9hx18 _- -._ ISN S"MC LAWBOM SWM STRIIN AM HfkT # MEW CONSTRUCrION,ONLY -5"DWOR PERMrFS-E_ ARE ALLOWELL L1RA,WTNE ITE OTO 14E-3i`2-i°TO• AtE. A SUFFIZScott A. Russell � 1RNMAT E]E. SUPERVISOR MA NAG]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHMYrER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - — — — - — - - - - - — — — — - - - - — — — — - - - - - - - - — — - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: +. rM A-A* Date: � 3 3 z � Contact r atitt IE-Aad 8 P'cir / rrt � Property Address / Location of Construction Site: rAArsr S.C.T.M. #: 1000 District t'= " ......... Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than l Acre. No S.P.D.E,S. Permit is Required ! ❑ - Project does Not Discharge to Waters of the State. o S P D.I ,S.Pet°n'Ipt is Ides tllhed t ❑ - Area of Disturbance is Greater than 1 Adre & Storm-water Runoff Discharges Directly to Waters of the State of New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit.. ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.L.;S. Permit through the Southold 'Town Enginee nZ De artn-ient Prior to Issuance of a Building Permit. OL' L � Reviewed By: 171UJ Date: F(lR M * CMf P -T(1C(lrrnhPr 70 I q (� Cei � (f � a� a� L Glenn Goldsmith, President Town Hall Annex A.Nicholas Krupski,Vice President54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly Elizabeth Peeples � Telephone(631) 765-1892 Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD Permit No.: 10305A Date of Receipt of Application: January 26, 2023 Applicant: 4660 Vanston Road LLC SCTM#: 1000-111-10-15 Project Location: 4660 Vanston Road, Cutchogue Date of Resolutionlissuance: February 15, 2023 Date of Expiration: February 15, 2025 Reviewed by: A. Nicholas Krupski, Vice-President Project Description: Conduct construction activity within 100' from the landward edge of wetlands for the construction of a new single-family dwelling with 2 car attached garage, pool with spa and patio; and for the existing deer fencing that surrounds property. Findings: The project meets all the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code. The issuance of an Administrative Permit allows for the operations as indicated on the site plan prepared by Brian Glasser Architect, P.C., dated January 13, 2023, and stamped approved on February 15, 2023. Special Conditions: Establish and perpetually maintain an 18' non-turf buffer landward of bank and that the area seaward of bank be established and perpetually maintained as a non-disturbance area. Subject to review by Southold Town Building Department under Chapter 236 Storm Water Management. The Permittee is required to provide evidence that a copy of this Trustee permit has been recorded with the Suffolk County Clerk's Office as a notice covenant and deed restriction to the deed of the subject parcel. Such evidence shall be provided within ninety (90) calendar days of issuance of this permit. Inspections: Final Inspection. If the proposed activities do not meet the requirements for issuance of an Administrative Permit set forth in Chapter 275 of the Southold Town Code, a Wetland Permit will be required. This is not a determination from any other agency. _�L �4"_ Glenn Goldsmith, President Board of Trustees NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY:5 Stony Brook,50 Circle Roacl,Stony Brook,NY 11790 P:(631)444-0365 1 F:(631)444-0360 www.dec.nygov LETTER OF NO JURISDICTION: TIDAL WETLANDS ACT NOTIFICATION OF ENDANGERED SPECIES ACT JURISDICTION December 28, 2022 Zachary Mankes 130 Crossways Park Dr Woodbury, NY 11797 Re, Application # 1-4738-04931/00001 Mankes Property—4600 Vanston Rd, Cutchogue, NY SCTM # 1000— 111 — 10 — 15 Dear Zachary Mankes, Based on the information you submitted the Department of Environmental Conservation has determined that the property landward of the 10' elevation contour on a gradual, natural slope, as shown on the survey prepared by Kenneth M. Woychuk, last revised October 15, 2021, is beyond Tidal Wetlands Act (Article 25)jurisdiction. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6 NYCRR Part 661) no Tidal Wetlands permit is required to conduct regulated activities landward of that contour. Be advised, no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a 15' wide construction area) or erecting a temporary fence, barrier, or hale bay berm. Please be advised that DEC has documented the occurrence of the piping plover (Charadrius melodus) and least tern (Sterna antillarum), species listed as endangered and threatened, respectively, in 6 NYCRR Part 182, in the vicinity of the subject property. We have determined that certain activities, including but not limited to, excavation, the placement of fill, grading, construction/demolition activities, and the operation of mechanical equipment at this site during the species' spring and summer nesting season may result in the "take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535. The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat. hUM"dO RKDc(�ttr 1ment of e ti 4ip , n i^vaamirmsiuv En'1d!R"oIhtttentai . Conservation The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL §11-535. In order to avoid the Endangered Species "take" situation, we recommend that no activities of the nature described above be conducted at the project site from April 1 through August 31 of each calendar year without the specific authorization of DEC's Bureau of Wildlife. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations, please contact the Regional Wildlife Manager at (631) 444-0306. This letter shall remain valid unless site conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 44-14 -qk=-, Laura Star Deputy Permit Administrator cc: Land Use Ecological Services Inc. DEC Bureau of Marine Habitat Protection DEC Bureau of Wildlife File F$ 3� � f��<..iz,. F .�..e ..�:T �...,E -_.. � ,-�-� �:'. S^- ,i�''� �'� _ �'- � �::" .. '+.�_'•� L'=+,�' ..A.,l �,'� '� - � �_\�d i_ 4 _ I a �[ IS _ OWN a ' M,0 r a a � � g F ` a a r '=t-t � '�s.r*�. t -4 ithro? y- ' ACS CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD"YYY) 03/16/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsements. PRODUCER CONTACT MICHAEL ANTON Stater-arm JIM VONEIFF STATE FARM PHONE : 718-899-8985 1 IFAX N . 718-335-3304 6424 GRAND AVE ADD > COIi VONT=IFFINSURANCE.COM MASPETH,NY 11378 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: State Farm Fire and Casuafty Company 25143 INSURED INSURER B. PREMIER BUILDING AND RENOVATIONS CORP INSURERC: 769 FULTON STREET INSURER 0: FARMINGDALE,NY 11758 INSURER E: INSURER F; COi/ERAGE$ CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE INSD WVO POLICY NUMBER l�tfL"i �' MMIDD MMIDD LIMBS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 5,000,000 C DAMAGE TO RENTE5 CLAIMS-MADE ❑X OCCUR �„�e ,t $ 100,000 MED EXP(Any one person) $ 5,000 A Y Y 92-C6-J179-5 08/02/2022 08/02/2023 PERSONAL&ADV INJURY $ 5,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 10,000,000 PRO- PRODUCTS-COMP/OP AGG $ 1 O,000,OOO X POLICY JECT LOC OTHER: BPP $ 1,000 AUTOMOBILE LIABILITY COMBINED tBI�BED SINGLE LIMCT $ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPI!ER77 DAMAGE AUTOS ONLY AUTOS ONLY Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILr Y, $W ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) In accordance with the terms and conditions of the policy the certificate holder is listed as an additional insured. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 4600 Vanston Rd LLC ACCORDANCE WITH THE POLICY PROVISIONS. SCTM#1000-11-10-15 AUTHORIZED REPRESENTATIVE 4660 Vanston Rd Cutchogue NY 11935 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1001486 132849.14 04-13-2022 DATE(MM/DD/YYYY) ACC?R" CERTIFICATE OF LIABILITY INSURANCE 03/16/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONT' Automatic Data Processing Insurance Agency,Inc. Automatic Data Processing Insurance Agency,Inc. P 1-800-524-7024 t. - - AI L w. ................. _--- ADDRESS: ._ 1 Adp Boulevard INSURER(S)AFFORDING COVERAGE NAIC# Roseland NJ 07068 INSURER A: National Liability&Fire Insurance Company - �20052 ._._� ..........__.mm .. INSURED Premier Building and Renovations Corp INSURER B: INSURER C 769 Fulton St INSURER D INSURER E Farmingdale NY 11735 INSURER F: COVERAGES CERTIFICATE NUMBER: 2916112 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. 14_SR: .. AUDE$UBS' _....... W tyoLT EFF POLICY EXP LTR TYPE OF INSURANCE D POLICY NUMBER MM/DD MWDD/YYYY' LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ f � ... CLAIMS-MADE I]OCCUR PREMISES_Ea occurrence $ MED EXP(Any one person) $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE mmmmmm.._ $ POLICYJECT 1:1LOC PRODUCTS-COMP OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLELTM $ a acolda�n4 ANY AUTO BODILY INJURY(Per parson) $ OWNEDSCHEDULED ( $ AUTOS ONLY AUTOS BODILY INJURY Per accident)...... .... HIRED NON-OWNED I RTY f Gl w AUTOS ONLY AUTOS ONLY (user accident) $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ .. EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION OTH- AND EMPLOYERS'LIABILITYSTATUTER _ . ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E E L EACH ACCIDENT $ 1,000,000 A OFFICERIMEMBEREXCLUDED? N/A N V9WC414537 02/15/2023 02/15/2024 - 1,000,000 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under ��� DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 _T DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 4660 Vanston Road LLC,Attn:SCTM#1000-11-10-15 ACCORDANCE WITH THE POLICY PROVISIONS. 4660 Vanston Road AUTHORIZED REPRESENTATIVE Cutchogue NY 11935 ©1988-2015 ACORD CORPORATION. All rights reserved, ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD I ....... �,�",� — /�,� <,-\,-,,::r',,,,,�,I� " ///, /o �, � - "��' C,LA � / - , A's. - � 0— , \� -11 �31 �,, , I I � ( — �.` I Q,/ I I 11 A I , �., -, �\ I .1 1�_�,, � e�;',7, NEW SINGLE FAMILY RESIDENCE & I I �j -1 1­1�� � ) — I ­�:­_' I / * ;,, _s_ �—U-e I ,_ lln_�J, ""- TWO CAR GARAGE I , / 11 I Ile)" , - 'n.... — 11 9) I � I I'-,- 0 y -§& ,-T- -T-% -1-7 -IN__1ff__-%l. '"W11- -A& ­� I, _��/4 -T-7 In I& I -11--i m I m 0 1 A 11% I m I - li4�, P "'o � � I - �_A MA-N r_-, S -r,%.-r--. S �1",n" , 1'&N' C h I .. - �31 WARNING: s C)� I I IS A VIOLA INON OF FHE LA\k FOP' ��_ 4660- VANSTON ROAD ANYPERSON,L,ALESS ACTING ��P_ -)P � NI)I,R,j[IiL'�i)IRF(��1'1()N'()I ,\ � S -0 AL�[ : `�/_, _A�LN,LD ARCHI I F,Cf', I -,K A,\ ,� _P , - ITEM IN ANY WAY, IF AN ITEM � , j BEARINGTHE SEAL OF AN ARCHITECTIS At_.-FERED, T-HE "�CHI `0 ALTERINGA -1 ECTSHALL AFFIX __ .10 HIS!"HER ITEIM THE SEAL AND THE NOTATION"ALTERED BY" _y FOLLOWED BY11IS/HER SIGNATURE �_A ANDTHE DATE OF SIJCFI 11.\ '1___) \ ALTERATION,AND A SPECIF'IC .\.,\ \ I&M I- *., DESCRIPTION OFTHE ALTERATION . ... I , - \ I , 11 11 .\ "I � Ael_ 4" . , 11 "I '� -1" ,\. I , I . 11 \ , , , I . \ I "I, 11 . . I \ \ ------ TIDAL HETLAND 5OUNDARY' I- ---w- f:141,11W I I WWII- --1 11 I " "',47� I 11,11, � I , - 11 .1 . or, ,,,,,, I \.' / AS FLAGGED BY COLE , I 1, I I \ 1* - "I 1.111!1& . ,.\, 1RONMENTAL 5ER\/I0E5 M111;� I _ �__11_ 11.... .. - \ /// ;:, "' _,_�, 01,r 1?, :: , 11 I ,,� i ��1 I 1, SEPT. 50, 2021 1 w �, ,/fiv* . 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" i __ -1- .....11.1-1............._50 1 _ �... ... ....- f ... . , . /. . ,�,,.I I ; ,�... ....... 11- 11;�­� .........�......... : : -....- _'� , ; � : CODE c",�",A -... �111R- � ,,, "" ........--, , ------I... I : : ......--1 _ ,,,�. . : : �_ . - 't ........1 "..".- ...�....1�--------- ,,, -­_ 4�'." I �_ � . I/ � � .11-"? """, " .......� ,, : : 1....i�,:*,::��:: � � �, -010 : - \ ; T .�" /'.:;­,-.,,- ;f;.". '// ' ; � i ; ,-, --; .:�\! ,::... . A FOUNDATION AND FIRST FLOOR, FRAMING PLAN & GENERAL NOTES : A, �/�..',',�,,-,':.,.,. - _........... -7 & � ­­..............�....... ; �� , .. 11 . �j : ; ....­­- ­ - ; i i ! ­­...I_ � s ,., -r- ; : � ....1-1.1. ­ I \ , -, I A-011 � FOUNDATION DETAILS BUILDINO HEI6HT 551-011 MAX (&ABLE ROOF) : 25'-T't , � ��,., 1,1: : : ; \ ..............- �w, i\,' ............�........- "".", - '>,,"' �, �:/- - - : .0.,V!., '. ; 1_7 . _ ! : 1�1"`Ilj'�.........�....- 11........�.....-.1-1- - , - __ ..... , - ........- � , , - . / "; �::�; ; i � i ___11-` .. A-100 � FIN15HEr�� BASEMENT PLAN 4 GENERAL NOTES 25'-O" (FLAT/ MANSARD ROOF) _11I.- , ? �� . . /... .....-.... - "." . t 1- \ , \ ,�... ............................- _-,........I..."',....... �;,�.�_ 1..� / x / � ,�.. , , i � _11- ........... A 41 ' ' ­­�.. - , X ./,..* , ­� � : .... 1�3 ,11 \ ", _ - __ ------' ' I. . , - �, - i , ., . \ _4j� ,,,� ......-, I . I---I . . :i,/ : , . �.­� :� i : -__I'll" I '_ , � � - : '' ; : ........ I : -��,,' ­_­.__. /,. 1. -101 t ! ! ­: " � , � � i � , ., ------- ......... ----­--* "_­­­­*--- , � . _ "I �_/ .%,I_/ I, , POOL .......�....... . . ,_,'� . � ."// ,� � . _..", A i FIRST FLOOR PLAN 4 GENERAL NOTES 2� 5`TORY : 41. 11.......... I ; "I . V I I � i : _­ I ; .......�1-1-1.1.... `-1 1� " I , : \ ��_ ...--l", ­ .,\ PATIO : .. .......­.-- . . ."'.111 . . �,,�I 11 . A-102 � SECOND FLOOR PLAN $ GENERAL NOTES SE EX15TIN6 CRAVE i ............... I i ­_­ -1......* __...r', . I __'�, . 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". . . _:..............�::_......................... _- ..........I....�.............. �;.--, P.::,.",5,_`1, - A-110 : EX15TIN6 55RA. � � ��_! ; . . : : : : ::-:���'�'-�r.".�-'.-".����..-.".::.-.�:-..-..---*.-":�:�����,.....,*.*...........-......................I....-.1.1...................�i- - ­­ .....� . ........................................�.... - -" -....­­/", , . DE : �A \ .� , "�-'--4-. ,--___.........jrp'r�5­ . � . i I �::... 1.%.1.___ ; : - I � . . .,�­ , I j � . : -�... ....�-----........�............. \ ...._-1.1.1--------� . I . "�, .... I-- ___� �­`_,_,_/_,i :::::::::::::: .... --1-11...... ; ­:, 4w I - -_1............. A-111 : SECOND FLOOR CEILING FRAMING PLAN I$ GENERAL NOTES ; ....1. .................. . _.; . I I . ,/­-­;"' - 1. i ­-, � .............:�,� ,�i �F� ------ � , � : I.- . . i : N/A i i - � "2, !,!* i I - ;-1...... 1, ­_._.......... - , , , ./. A-112 � ROOF FRAMING PLAN, GENERAL NOTES, 4 DETAILS ACCESSORY HE15HT 16-O" MAX (FLAT/ MANSARD ROOF) ..._111" _11..� , i .....11 ....... \ � ­ ----- ... " -tt� ___7 ........._ . � : i i i............ , - � ; ­­....I-------------:..............:��_­­.11. . : \ ........ REAR __...- � :1 44 - /I I ' _ ; : :; ­_ i i I L.-....�... * � � :.,,. -11 "I ....... i � �.........- i __.011 , ,*. -- -1_. i -) : ; .......�..... -_-l-, . . ; i , ,�­ . � A-115 DETAILS 22'-O" MAX (SLOPED ROOF \ N 10 LokeR � -� '.. --- ........­­_...�................� . : ,­­­­.­ _.........FATJO­ ; � ---I-- i , � � �F . : � � --k--:........ . . . �?11...�, ." . . : -, �-­­­-1.11-1-.......�_:::" -Z ........... - 1. . � - �_­ -_­_ ::::'_�4_:-�. . . i � � ! ::t ..v"I'll, ___ .. � ! _ PATIO..............b.� ------ , � - 11.1'.....-................- � - ,:_�::, �:,'�,:_, - , . A-120 1 FIRST 4 SECOND FLOOR BRACED HALL DIAGRAMS I I ...�.,.,.� : - !-�.,­.,-� _1111111, ..�, i�............ ........ -, _�' _­ , I—- -.........*......... I � "" . � �__; I ., I : _...1. 1I.-1. ___ -__`-4 1, I i : � ­_ \ ,,;;,' . � -1-1--l-11-1......... ;,", - _ � � ,� , ",.::: -A I - . �---­�.-.-_-_'11,11-1........ -I. I ....*.......j \ � I _­ I : _i.-�- . -....... -121 � ; " : ,-­_ - _­­ , . ", . A BRACED HALL ME51ON CRITERIA - /__- -1......I ­? . i \ ... . __:�­ . ..... ! �.. 1.1--11 ;�.... i -A 5,100 5.F� + 5% OVER 40POO S.F. UP To � 15T FLOOR 2�505 5F. - : f OUTDOOR i �__­ "I - .... ..11-1....�__;:,�,�_--.:l . -­­­r.....1,�----i . . I FRONT 4 REAR ELEVATION5, 6 DETAILS OR055 FLOOR ARE : I I - . I., :.; : �_��____ ;_. ..................�.:ff:T=.��_ , +*' ' ' , .., A-200 : I �___ _____Le� I ,,,,, ___:�::::.,�....- -, . - , , _;, 1.0 , � . I I I . __ -7,100 S.F. MAX : 2ND FLOOR 2"105 S.F. 1�_L �k �.......�-\elHOIOER 1. .� . . 11, I � I /, , , ..\ E . : - - // ,, . ..... . : : \ ............... I I- , , , " 1, ;: . . . I t__7 ...... . � ..................-1.1-:::�1­ . � : ; . 51 11 i : ATTACHED r7ARAQE :1� ­­­ , ,�9_ ,� ,/ \_ - -- '.1", 1 "- I A-201 i RIGHT 4 LEFT ELE\/ATION5 ; .....I.- I - ," , / + ::1 11 -- ----- , �,_.... . -... � : 55,5425.17. - 40,000 S.F. = 15,542 x 5% + 550 5.F. - -- * " ; "..; I . . : 0 S_- """�, / "I �; 'I - 1. I ! .. : i i � .­­ I I BUILDING SECTION A 4 5 I , � , .;.­.......... I A-500 i , . _­.. I i ! TOTAL / :§ . . � /, - , . 5 i -1012 S.F. ,,,'�.........�`_ // ..................................... .....- I ...../1---11,.:.1; � \ 'N I- �,<,,, J" , .............. ` , � 1. _ 5,100 5.F. = 5, 13% "" // ;*, *,, "", i 5,-lq2 S.F. > 5,7156 S.F. * �, % / - - ,, -...1--.1,�".. , ; � I I , I- � - / / -I, , __�....:...- "��,�_ "'.: � - �, - ........ A BUILDING SECTION C , -1`11 . I - ., I :": . . ' ' . . -z. . ........._11-------1 -501 ,',`i, I, __ ,--�­ % � // __-1 ,.... � "� ... ,,z___' 10, \(BEL04;;.!,­�,', ,.� ............... ; , / /� - �:w' --4> ......... - f 91 .?,", I x \ "\ iy �_­-- ol% I I _­_�, I...........:­...... N ., , ......- ,.'x '... % ,,, i __V . ,. ." . . . . . . - - -­­....- 1� . _11-1--.1;1.- -, .-I.�...I I­­...�I .1111_11�1 -­__­­_�­­ 1-11-1-- � . . . . 1W%_VWt AU_FLOOR LEVEI-S ATTAC4fV 6ARAISE5 SPACES .. : , 1� , , �WtILY : , . , . . I ; I I : \ , '�IN& : , /, .").. . . . . . : IN EXCESS Or&TALL SHALL BE 0OLINTED TWICE " , '25 I/ 1_1 '/'. 'I',, 1_�,,,,� '��-��',' P_ - , ;�­ 11 , \ ...�..... �:­ . . "'-1-21 -- , ,,,, TOR 1. e y " ­ I .� -11....._... ;_ If,.. C) \ , �� - - - ,­­` IDE ____ �' / ,,, ___., ------ t - - � � ",,, L . I ,,, . �.- ; I ""......,, -- , ,�,,­` -, E-100 FIN15HEL,� BASEMENT ELECTRICAL PLAN "." " � I - ­,­, ,--, ".. , --- - /I . 0, __ i ___-11 ,0'_,�, ..- ._,111.1.1 I - ._,111.1.1 1 . � ; NCIE , " I , :., E-101 t FIRST FLOOR ELECTRICAL PLAN ; � �� tA, /" 1- _..--- 1'.;"� �. ..� : ,.,. . - : , __._­ ,+ , _j ­­ � ! IN, I I,11's . - " , ?, �. ,,, � ,,,,, ­­....*11........-....- I . /___'_. /%, ". K/�` -� / A"+ i NQL1WA9M:_h ROOF OVERMNSS LESS THM 5',UNENCLOSM -....--_ i---,---.IS"Y, /,/ I //, ,, \ * �, ;; . I ......... � . . . ,_­ . , I t �� , �,�/ 1 1 / 1111-, :__'_�.1111 . 1_;�,//- i i I . : - -\ .­ I ,�-_:,�P.11 ' - _',� E-102 : ­ � I � / ..........I...­;il . . <+ I SECOND FLOOR ELECTRICAL PLAN - �� ...... // / �,,;�, �\ ; ;i - 1 ,++",+. . " "..) . .,+t� /./- PORCHE5,PATIC15l DECKS,OPEN TERRACES,BALOONIE:5, I ,� � -----� �� . J�:',', "/�_;­ ' ....._--A ,%" // "ll-,11_", . .......� . . ./.+��/ v _y_ \ // \ lzp *0� _'_""', " I ! . . , - _­ \ �� z'34, ,z_;.. / '. 1, / ,�, i; P_�.1111, I � �� I. � 1�'111 ./I:. I ,� . BASM-ENT5,4 05 ! ___ ; - �� �, . ATTI ; I I I ,I .. I ,��­,._'I,- I ­.. I :: ........1w I- . . ­ . ., ..1 ", _ / : P4 � 11 . , � 11-.... " - .1 , — I ,. __ / __1 . NIJ �­­­­­"�`/A/� +:1 �, , 1.// I"I' ,;� . :",�_ , �,/, �� �� - TRIFORCE FLOOR ,JOISTS INSTALLATION SHEET : �4 \ N /I I 1/11, , \ — � . * . , , , / 1�200 S.F. MAX I N/A Dn 4 , .. I � 1�_,� .,- , /� <,I�,', ,.11 - , +­ I; . ,% . ", " I � �, .. , ___�: . 1��. . . . . . ! 1; - ! 11 , / \ I .'A" !,'­ , / /" ::::::::::::::::�] "", ,.- - : - � >_1. � It, " __,"', ,' '/ " ">,�� - ,-,�", - I �� ". ':....... " , '] ......�-----!�\ / I - EI% - I_� " , , ", , . . I/ , - . �� , . , � T,JI FLOOR ,JO15T INSTALLATION SHEET \ �1< 6) 1`. I / � "" �\ , _ " . . .. . . , i I -, , : / ' 'I . . . '. . � . ; �. i ,,,_,��- ­­ ,.�.,<,/. I .. , /... , . it I / i " ,�.. X ,+t; 1. , "I", / FOR LOTS 20,000 5.F� - bO,OOO5.F. ?" , %, *_ -, I /4", ; , / ­ � ,!,/ : - � . \ � 0., �... / 11,:1 Z., . . , : - , ­....11.....I...I- ,77 , ... I ". I . �4 "."", " , / A ,6 !t� , . .,,,� � ...........�... ��` , �,* . , � �/,: . -, /, ""'" - I — I ,C) - 'I, !IIIIIIIII Y ;;. ; / - T'. . , I i \ -....Iy z � 1 \4 , 11 ,?.�, "I / — I.,. "_/i.�; . - .i."� . . / , , , i 1� , i 15T FLOOR 1\161;-��/, ,-,,�..........-- , i ; , _�,/�, .. I., , , r� ,�.--','"', _.. __ (_ 0 �.....:�:_::. �.��:�...- 1 X9 ... ­...:. "', - / . ". _ i //......... .....................::::J................� . ",..:: , �::, 1 . 11 ­ LOT GOVERAOE , 20% .z-+,,,, i ::::::::::::::::::::.::::::: >1 - ,_ -,, ,+,, :: , ", . -1 / // � 'W, ."g; . i 2,505 5.F� , I W"', -f­.� : . I � CRA& 5PACE . ; . , ��... -�. -/ , -76 � , "� " �......�......I * ....� -77,L 3"" . ,�...........�,- , `" , ,,, . - ., v...: ... ;,;� ,. : , ., 1- ..b: ... , // 1, - -------:11 I .. -, ,,I (.) � , .,_ 11 _v I , ,;...- - ; ,.. � I,-` , 5 I . �...11 - . ; I ....... , : ; . I/ .� -I , , ,� I 55A42 S.F. x 20% = 10, o5 S.F. 4 -.-­; - _­: ; r� I . . I I /_/� . ,,, 60 S.F. .........I s ...."I"' , "'6'./I-1.1, / � I i \ .....N.-.............�........___.............N ��, . - 6 11;/ "� . Q'..r . . \., I , , ! .......... �_' . 7 1 , t = 4___::._ � -1 i .)�\ I 1, A . , ,,,,, , �//�/"�*, � ' '.11-1, ABBREVIATION5 : \ E.... .........................�............� ��p ,\\ / ,., ,/ ' x"/ I : FRONT COVERED ENTRY b"I 5F. 4 ln ... i i I . I . I . . I . \-31 ,", _" . /� W _(� m ; . ,x / ; t ,,,�,,,,�_ ; 11 I : �ff 4'e, '." . . ,,,, >,.. ;,_ WAIM;BALCONIM,TERRACES,PATIOS,DECKS,4 OTHER ..- t-1 11 ; : : ��/ " / , �D ; ;Oi .....__ -.1...11"', t"11111 ; . � "I \ ! " ", I 11 - 1 MUD COVERED ENTRY 4cl S.F. ,�� c, : �.,&, , -, / v/ ,,,� ,1 , STRLICTURES ABO\/E FINISHED SRAM,5HIMMINS FOOL5, ! L--. " ; , I ., __ ',�.... ... � �, ""�, - . - - I ABC\/E FIN15H FLOOR H.7, HOUSE TRAP REAR COVERED PATIO(5) 45q S.F. l-� = 0 -, .........­,,� *­­......... � ___, . 1, . - : . .i..... ...............-1......- ­­­_�1... / / - .", . ,/ / A.F�F. 7EM15 COURT5,4 OTHER 51MILAR 511RWT�RES : , , _­­ .. I'. I 11.(j) - - -.__ I.-- ;� K �� . � 1: ,: :: : ----­­­ : ��:P, -6\x . / �1_ , � ...... . _ . . -I , .....I I ; I .+, �Y\l , __ i � / I I I ./ \. ., 1 IN I I I � A.S. AE30VE 5LA5 H.E.R.5. HOME ENEROY RATING SYSTEM : P-.1 " , I i 'll, X , . � 11 I .3 _'. . . �.... I "I I I 'm ., \ I . . ,� - : 11 i � '� - _­,". - - - � ....�, I I 1, . 0 REAR PATIO(5) 5,265 5.F. 0* C4 >. � r N � � �`_- , I" I ; \ -....N..... - 2 C AR .-, i � . ; I V) C;,00 I?...H.._,"'� i-t-N.........�......�1.... ; � �\ 6W&E 1, . -1/ i ..1. R2 , � � - ,"�,-/ '. .+,.,''.Tlt'. ,A"k. . . . " : ATTACHED 67ARA&E 550 5F� ­­­ % �___ .11'.1 , , " , -FLOOR _NQ_T��CORNICE%EAvrs,wnsRS,ci­ImEys s tp�...........- ­_­... w � ,, , , LOT 551 r-IREPLACES PROJECTIN5 NOT MORE TRM 2,5'FROM Z z z \ V-- _�Ij ..... \ ! � I+1')�.",,- , "w" _1� 1, � t A.5,F. A50\/E SUB INFO. INFORMATION . �-­! z -1............. ­� . . � . " � � . -... I I/ I . ,,,+, -_11 \ �......___111...... \ ; I /_1 � . . . 11 - ALT. ALTERNATE INT. INTERIOR : un � 0 � , � � 1� I ,/. ,� ­_ >----- ' SPA '12 S.F. " - i \'�, -0'\, i . / . - .. . . ,._:�,*'1'._ . . . . . . . i � ��, 5:1, , ; I I . �) EXTERIOR KNLL5,5TEPS 4 OPM PORCHE5 PRO,ECTINry NOT I� ------ 4, - \ I � . ­_. - \ V 2i'/'14 . " / I "" . . �4N _,._1'1._1--__-...\ : I , " I . ,� , "I � . . " 5D. 5OARD Ib. POUNDS MORE niM 5'FROM EXTERIOR HALLS 4 HAVINS AN AREA j c1OO 5.F� >1 0 � - i .'.'�� ,I ­­__ � �" ; i / �', , , >�,,, .��., � , . , . . I Or-NOT MORE THAN 30 5F,FIRST-STORY 5AY HINDOkse � POOL cn i: � � : -, 11 I f ,*`1 . � . .1 �_ 5.0. 50TTOM OF L5N LOAD BEARING HALL : - .-� �� 1; % � . i :; : _.....�;*'lr I ; , l�/, � - ".". - .,., - .; . . . . M0.1ECTINS NOT MORE THAN 5'FROM EXTERIOR KALLS,4 ! TOTAL 10;rbb S.r% > -7,C125 S.F. ­� .< (�) �.......... �' -+, i t ; _� ". - , ; I.....��. ........I , I � T., % � I . . ,, -­­­- EXTERIOR CELLAR DOORS PROJECTINS NOT VORE THAN 6' � Z c /. -...... i - -� .,- .,,,: !'­' : /,� ,,, " . ........�..... ; ; : ,,, - I � J X. , . . . " . - . : " t ;1, -, ---------A. . . , ,-, , � k,­_... , _: -,. I: ; . i� _.-....�_..... _­ - " 1�3 1- v I \ ' I \. . . . .I..._'-1� . (I 5f:1 BEAM POCKET MANUF� MANUFACTURED t ­__ .........� I I I I 111,/1 - d : 'M ''I ­ ./ .1, . . . __ � :z � ,,, �_�_,�� \ !; - , ""'. I : � �--` ; I ,,,� . ­­_ - CANT. CANTILEVER, MAX. MAXIMUM MOM EXTERIOR KALLS. ! 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I I ___e� -oil i �,,",.,, �� I I:.",.- , I?Ie,�:� -,,,- . . . . � � . CONC. CONCRETE oz. OUNCE 51DE YARD MIN, : :� --------� 5Et,E,s,,,',,c�-k..,., (F;-e,,c,�t�,,,,,,,i/, -1 1. 1.1- � � ; z \ ­_ � . . . . . . . ; - �,�' . - . 11� ' ' , : ,__� g .-VI� .. . ,��', � . � 351-Ofl : �_� �11_1_111 ................ I" '17711- , , I � : -_1 I - '-<, 14) AREA-- , -- I ! I �,,11 -.1--.-- ". ___1111, PLT PLATE I I I- .1 + D5L DOUBLE 51DE YARD TOTAL + * � .I-,--- A. -1. , ,__ _ �: P. ,�__� \\", ­­__ . ...... .I .,�" ­ I . \ -"-...\ , I . �'.7._" 1 _­­ I ­_­___.__­----�......... _1_-­__1­_zz.�:._1__.11......1-1- . .11 _,_ .1 ...... I i . \.\�\ .. I .� 1j, I - II-71 -.,r DIA. DIAMETER P5F PER 5GUARE FOOT ACCE55ORY SETBACK _11!�.., W C_� I , . . - . - ., * --"I.,.--- .11 .....� I . � . . 14,11-11 `5 � (.55 - * I DN DONN ,,� ,\ � ,%, .1. I , . . P51 POUNDS PER 50UARE INCH , ,X % .1 I __----- I ;"' I I 1. - � "'�__ . I ----- : �_ I_�. 1 .-I-V�_'...,� , ,11 . "" . 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RAFTER TIE : __.......... �/ - , *11-1 : 2.1.2022: ZONING REVIEW `1_1�1' --11..............- . " , , _11 ,11 �'3'�, ........ I I.,- '.!.,'11­1� I �.-� . . . . .�, �, , " "�_ , . .11 4� 11.3% 6. 14b% 12. 1q.6% : "? _­� _�� ,�_. : ---------------------------------------------------------I......-..........�--------------------------------�.......�.......... -1...........�_11,I�.. � .......P .. . . . . , _�..­­ , - ' . -, i ,� - -----11......I...�-, I. . . . / ;&C: o____:__._. .." I .. F.A.I. FRESH AIR INLET R 4 5 ROD AND SHELF : I , . I n c \�o�, / i "1 e_'.� - - "...,......- , -��'., TOTAL: 2705%/ 14 = Iq3% i ) ''... �7.� . - � t -) ......". . r- i I � i ! . Z , '. . � --.1.1-, e �, . : . � %I. -, 111:1, . , �e . , ....­.:,­­ F.D. FLOOR DRAIN 1^V PRIMER S.D. SMOKE DETECTOR : 2.25.2022: CLIENT REVIEW 1, ..,v_ . .. -',� ; � V, .1 , . . ,,,, ,_ ; ___1 P"", ,_� _,_� : - / -, -1 " , ........I.................... �:,,, "' : ------------­-----------------�-------_----------------------------------------------­----�................................. 1 'W", :­­:-­ . � , . , . , - . � .)t� -� , "I -- , , -­ ­`__-.1111-11-11 - �j ! .1% il...., �;� ,,-�1___17_­-_-­­:­ D I "' ' . . ..... F.1j. FLOOR ,JO I 5T STL STEEL �'�_"..... 11........... _­ - I ", %18, ,'_,,-­" . . � . I'll, __..........__-11 ":�'. _1 3.23.2022: CLIENT REVIEW I I I ... 1% I � X _:. "_'.� I ...1, , ......... . . ,,�, . . . .. , . --.1/- --­- , e�l , `­ - AVERA&E ORAPE CAL0. - i__cl ..��, 11�__, - +y _ I I I I - . � �. " , .." i 4a . . . . I ..., , __ . . . I ­�, FLR FLOOR TEMP. TEMPERED --- ---------....�­-----------------------------------------------------------�........................................ ­ " I ....�............�...11 --­-i ,��', I '' �j z ,..�;"" -.1-1-11 . ..... . . . . . . I - ,/ I I - s I I ;/<<. _?i Jl/ I I I I I �1� : '/ , : '� I . . , . . %. ".� ; I� ,.f.;, � ,- .. /// "-r;,,, - 1,11 , FND FOUNDATION T.O. TOP OF 415 + 44,5' + 355 + 2a,5' + 51.15' = 01.15' : 3.31.2022: CLIENTREVIEW -25,, , , ,, ­'­ , � ' �+ ;_1 Niil,,, 11", .U) . �'­­.'. . . I - .1 / : I :.`.,��.",, - +�;�". , ,­<,,�e- , -��" - " . . . 11 t % ,", -1, ; ----------------------I-----I....�-­­------------------------------------------------------------�....- ­­­- / , /, // . . � ", � ; 16 I" -",;, .�� ,3,;� ,/ -,'. TOTAL- 15115V 5 = 515' : ,+ ,` , w ;� . . , . _ `ER . � j :. ,E t I . . F.P. or FF FIREPLAC T.R. TRIMMER RAFT : :-'��. . �i: : 4.5.2022: CLIENT REVIEW -I ,�,I, - : ;/� ;..........- // . . I I � :: F.P.5.0. FIRE PROOF SELF CLO51NO : b, , ,.�'1111' ................. 4. . . . :� I +/.? � - - " , , "', , I /�......1. 1 ,'11*1 11------_1... 7YF. TYPICAL i ------------------------------.................---------------------------------------------------�.................-...__ , / , " � I I . . ", . ,�9. . ,/ .__ . . . /�_,� � �; I . 1� I __ - ____ - . .__-, . ,� // .114 . . , ­­.. - .4y " ,�/ , -, : ... 14Y ,.' 1, -.........-, I F�R. FALSE RAFTER I" ."...... I . . 1/1 . � . />�', - . - . - .'-..1", e�!� �!� UNEX0. UNEXCA\/ATED 4.27.2022: CLIENTREVIEW , ­.... .............. , " //� ......� �, / i _­­...-........ . . . / . . .......... , . � . .,�, i I . ' . �','i i!: ---------------------------------------------------------------­­---�--------------------------------------------�------ I'll .1 . . . �/ ! . . . " ; j - FT. FEET U.o.N. UNLE55 OTHER.H15E NOTED I .:11, . // . . . 1". � . . . . . 1. � 1, 1� . . I . . , 5.31.2022: CLIENTREVIEW 1% - . " : "'. ::! . 11 /, , ' ' , . 4 I . :: FTO. FOOTING VAN� \/ANITY NOTES- I21� ,:, . � . . . . � ,,,;: .1, ------------------------�---------------------------------------------------I................................................. 11%� " !!l _3�'.... /I . . . �, ::� oL. OLA55 \/.R. \/ALLEY RAFTER I i ... :�_,,,,,-�,-..,..,.....-...-.�.-..,---, ,' "' �' , , , ,� �� I � ::: , " , � I /I ,- � , . : . . _­ : : 6.16.2022: CLIENTREVIEW 11 I �­ - - - - "kill. ." . / . . - . - ,U 'I" . � I.- . . - : w SN , . �­­111­1_1_11---------- -------------------------------------------------------------------------------------------------------------------� � //��;,:��, �-----` - . �\ .a) . :-1 . . I 1 � . I , -*.1........1-1-11......I...� 0DR. 51RDER I^v HITH . ��11'1'111'.' - * , I 11 �_ ; I ,,_ ,a"N' -, f4s I ,. r /I . . 1;/ ­.�_, I -7YF. 111% 950 ,.,i, .'I"M, , !$,_.......; .�', � C GYPSUM 6.29.2022: CLIEN FREVIEW . I .�, . , , 1;1 NIO NITHOUT - ,-, �r';.. ....... . , �-_�-:�� I -------�........�---------­---------------------------------------------�.............--�---------------�.................. CINS 111N% �,,, 1'�, " - -- ­.." - / %I. �Ic�, 1, 11o;I> . ,,,, . � � � HDR, HEADER 1^0. P400D 111%� 6"J: I......1". .% _...... � - , - , - ' � , H.R. HIF1 RAFTER N.N.M. NELDED HIRE MESH 9.20.2022: CLIENTREVIEW %% Ilik--, , 1!��11' I . .. ---------------- - - ------�------------------------------------------.....-...-....�......................­­­ ",% 0, // / , �, ' . , . , . ' I HT. HEIGHT "%- U, , ��>, . --... __...........: . -*%- z','�, %. , / . - - ­......, 9.28.2022: CLIENTREVIEW �, 1, _1 I ----------------------------------------------I...........................................................................-� C41 " W% .�, . . . 11........­­­_... I­�......­­........­­.. : I ." : _'111� , , -.- , . . . ...... 10.5.2022:CLIENTREVIEW , � . I'll. V� . -, ,/`� , I ,,,I - --­ - ! . � I !", ­�,� .1 : , ..". I I 11% : 1%� , . - " '��_, ­­_ I >1" ,I ­, X, -I � . /I/ ...:I,-,._ 1 .25.2 22: ISS. FORH.E.R.S. 17/0 '/'/ .45� , I /11 :...... ....�-----------------------------------------------­­----------------------------------------------------------------------- . . IN , ,V" . . ,�', ...I-. /N' ' � . I `!�01 12.2.2022: I SS. FOR BOARD I '10-1 11 .11 - " - /�,.,,, .'I � ,,,,-:' I , �_,RA*/1`..'1;.. .. ..., -1-1, 1:�­�,,, ' � :�J,`�-/',.__"'A,`A'� """'.".. OF TRUSTEES WETLAND � , '!,_% I - c-N\ 111:,� I I.: .1 ;"�.., PERMIT '. EXTEND EXTEND EXTEND " 1, . --- .....­.------ .......�- ------------- ----�....­­ 1-__ � \ \Q)/�\\ 1,,�.\ /1"'.,�,I.�) ROOF t 4" THRU ROOF ...j.,4" Tf-W ROOF ..j.,4......T-HRU RO,�� .....I...2-.-5....2..0.2�2.:---I..S..S......F--0-R...L-A.N.-U-S,E­­­..... . I,/ ,1 I I � � - __-- -------________________ , - / ., 'N"...", ­­­---------------------------------------�...............................�---------------------------------------------- � I 1, - \ --\,4 (D , , TABLE 5201.1 12.14.2022: ISSUE FOR PERMIT T^ 11�1'1, 4" STAr,K VENT­--� 4" STAOK VBNT---� 4" 5TAC,K VENT----� 51ZE OF TRAP5 FOP, PLLHBIN& FIXTURE5 ............�...-.............�---------------------�---------------------------------------------------------------------------- % + """, . _j ,, 5E2999M #2 �_2" VENT 5TA4,K I )--2" VENT 5TAOK I )--2" VENT 5TA0K 1.3.2023: CLIENTREVIEW \ I I 5WROQM !!2 D61H _NDRY 11 . I \ BATHROOM - I L3EDSQOM #45ATH L��u I PRIMARY 56THSQOM ELVI!MIN& MxTum MAP 5IZ9 MIhI. (INC,HE!9�2 -------------------------�......�.....................-------------------------------------------­­­...........�------------ - -------- - - -----------� -------------- --- ..I \ 'N F__T__r__] r-,--T__1 I r---i--T__1 r----- __F_ BATHTUB IAV OR-WO 5HOke�R---�H.E-AD-ANDI OR---------.----.---------------------------.- 1.24.2023: ISS. FOR , .� // I I I I I FLOOR I r I I 1�,, .% �� I I I I I I 14HIRLPOOL ATTAOHMENTS) WETLAND PERMIT 51 I t DRAIN [ -i�k] x- I I ........................................................I.-.1-.......-....�...__......�..........................­­__._­ � � - ­­­­­.............�---- -------------...�--........�....�....................................... ........�................................................�........-...............�......................................- 1� "'< �kq.a.1 151 ,-I �Pq-c7 1 11 Fj'-- F-_�,,] I — i I /+1 I ----� j, 1 , N PRIMER I _�� <-S O� I ! : ( I ....I..............................................................................................­­...­­-----------�- -1 2ND FLOOR \2 J----- I � i "Li - I � .........................................�..................................................-.....-...�---------------------------------------------­­­. ....-I-----12"i--------���.��.��......................�.................................... 3.15.2023: ISSUED FOR PERM jrj� " I..............1-..--. / I I 1, *----L-- -------I , I T .4��. 1-1/ BIMT U13 1 13\��,/ / 1 TUB ,%, v Lsr� LA5] y � Q) I ------T - 51, I-..... i ..............�------------------------------------------- � I ­(` ,�. ------ "'.­­­ _i_ - ­­ L--­­lIlllltI I -___-I,!!---I I:-!---__ i-4 ------------------------------------- - __ -­­- -.�--- - -- - ------ ----------------------------- __ Ill �-­­­­­­.....................�------�..........I.............-.........................................___ � _1�x `za, \ 'O � OLOTHES NA,SHER STANPPIPE : ,I ,,2..... 0 1 i I -T- __ _� i�l __ _1�j 1,1?1 e O.O.. I.- —IN-7 , C1.0, i — -4 C�O� C.O. I " I— 0�0. D15HKASHER(ON SEPARATE TRAP) -,Y, I � /11�, I f I ______________.__.____._____....__---------------------.------------.-.--------------------------2Tf-------------**--------------------------- : ...........� ­­--.......­­­.........-...�...­­...................- 1 % I%,0 X/ V/`11 I � I FLOOD DRAIN \. It, Zen I n2k,vgg I I OUTDOOR, _______________.__. __.______._______________---------------------------------------------�______ '.. . % z-1 ROOM ­­­.....................................­­ � ­­......­­�...�....�....--.1- _L 1, .1. ,�, I -_I- I f5�IMECN I KITV7eN KITC,HEN SINK (ONE OF THO TRAPS,W OR PVo 1�1. % I I F -I 15L,ANP F------T_____r_7 D15HHA5HER 4 FOOD KA5TE DISPOSM .......�................�....�..................................................I....­­_ � _ _ . , , , I.. ,���\, 'C&I tll-1 FRESH AIR I i I I I I LAUNDRY TU5(ONE OR MORE COMPARTMENTS) ill, ................ , -_ % , .. - ;�� INTAKE ---i I FN-�c, I .................�....................................................................................--- *c, , -, , Wl ,.. ,>/ I I I LAVATORY I I I % I I � --- ____7-------�............I-------�......................�............�.........._____ % , I 15T FLOOR I _._...I.......... -- \112 T I .................. "_j 714, 1 y - - --- I ,.�1, I T I I I 11 I SHOI^ER(BASED ON THE TOTAL FLOV4 RATE \ % ri I : ......-� ­_--------------------------------------------------------------------_­­­- � - I .\ I I 010� ft__1______i --------------- I 0.0. 1 . .........I___....�....� I L1 _1___. r THROU67H 5HOI^ER HEA05 AND BODY 5FRA'r5) % I I 11 % I I I I - 1.0. FLOk4 RATE: I ....­­.­­ ��-1-....�-----------------------------------------�.............................­.. � % I.,\ I I I 1 5�77 57P.M. AND LE95 11" I I NET I !�j�Atkz-I NOZ I I MORE THAN 5.1 &�P�K UP TO 12.5 157�P�M. -.....­.......­­ ­­�...........�...................................�------------------�.....�....­­ � -� p6R, I BATH LAUNDRY I CATH -"- -2:: 1 r_--__r I ---- MORE THAN i2.5 rv.p.m, up To 25.e> IS.P.m. I 5 I \_Iltl,.Il� , � I --r--F--7___� -I -_r--I--_-1--___I MORE THAN 25.8) OP.M. UP To 55h &P.M. 4" � ­­­....-..............................I................I.......-.....�...�----------------------------------------- I I I I I 1'r) I FL.0OR I ---l..l,I. , , I I _ L _L K 1 L I - A- A I ............­­­­ � I--.........................�-----�.............................................. I [ &kl I - DRAIN I KK rk6] 1 2020 Rjr,NYS CODE NOTE; ---, , I I E91 rkq.6.1 I I w PRIMER I Es \ - SEOTION P5105.1.1: ROOF EXTENSIONS. OPEN VENT PIPED SHALL BE N � I/ I I ­­­­­­....�...�..........---11 - - � I-­­­­­­­­­­....�I-. I : """� I ---f I - I I � :/ TERMINATW NOT LESS THAN 6" ABOVE THE ROOF, OR 6" A50VE N BASEMENT r T v L. , 314m L T 51, . I T ej _--i FV-4. ANTIC-1PATED 5NOk4 ACOUMULATION. I SuNsf- HQQ�TRA�P � ) SEC�TION P5105.2x FROST 01-05URE. VENT EXTENSIONS THROU&H A \ P==-k I ! L: VERIFY NITH I / ---- e � - I r_.O. v ----.. O.O. -------- r-O. ROOF OR KALL SHALL BE NO LESS THAN 5" IN DIAMETER. ANY \ L,) L; TO ACBENC�Y I JURISPICT101' i 0.0. 4" SOIL 5TAr,K �-4` BOIL eTAC,K 4" 501L 5TAr,K G.O. INCREASE IN THE 51ZE OF THE VENT5HALL BE MADE NO LE55 THAN I Em N ""A *--- APPROVED SYS rI.O. -------- I -----­___ ---------� , 4 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDIN6, ORMORKTINFAM \ :E�� � 4" . ALL HORIZONTAL VRAINA6E PIPINO SHALL BE 4" r2l,AIMETER. DESIGNED BY: -� �_ ---, , �_ (_—­-�Hj_ ALL SINK, 5HONER, 4 T Ua TRAP SHALL BE 2" VIAMETER B.C.G. & S.M. \ ALL N.C. TRAP5HALL BE 5" DIAMETER ­`_� ALL FIXTURE 4 HORIZONTAL BRANC,H VENT5 SHALL BE 2" DIAMETER .. �I­.-....-1.­_____.......­­-­­.....___-------­... 1. � CHECKED BY: B.C.G. ----�--------------------------------------------__ ­­­�......-...-.11-1 It & I ,& ,Orllml� 1 4, � '. DATE: "o-, I& 2 K_1_1%1\_517E f='L/-"lli;,IN ..1-1-11.1....�.............1.1-1--.11. ww---------�________w___ K727itIll�i-FtLUIt""/It:� NL-',-7 RISER LIl,) IAORAM 12.3.20"1 I- __ ___f ------- � ------ - I ----- -----------------------------------------------I -.......- ­­.......�......­­­...................�...�-----­­...�-�I­­­...... \A-0011 I. TH15 15 N07 A 5UR\/EY', DATA TAKEN FROM KENNETH M NOYCHUK LAND SURVEYING PLLC, 1�)ATEP: 11.30.2020 SCALE: I" = 20'-OI' \,A-001/ 5r_,ALE� N.7.5. PROJECT No: Nl,,� 2� REf=ER TO 5UR\/EY 1=OR PRYAELL ANDSPETIO SYSTEM SPEICIf=ICATIONS AND LOCATIONS N1__-11 21050 . — I K , ,_,w I...................­­.­­........................�------------------------� q- /T I I I \ I ��� 1; :"I I I . . 11......., I , I �, I IF, -.111 ��: ,_ 11 _ . , '.. , k/ I., / . . , .1 . � I � i" . -7 It 1.1% ,It`11. A—UU I OF 25 .....I....... a . - DIV151O 01 - - _ZA�L I ANTS �_a -,,-� , DIVISION 11 - TRIGP�. =��'`- �' I. THE ARCHITECT HAS NOT BEEN MAINE:D FOR ANY CONSTRUCTION REVIEW AND/OR 25. WHEN 'APPROVED EQUAL','EQUAL TO'",OR OTHER GENERAL.QUALIFYING TERM5 ARE 3. SLABS,WHERE EXPOSED,ARE TO HAVE STEEL TROWELED MONOLITHIC FINISH TO b. PROVIDE THE APPLICABLE BUILDING INSULATION NMI 5H OM ON THE PRA✓bNIN66 OR 074MH15E E APPLY WALLBOARD WITH THE LONA DIMENSIONS PERPENDICULAR TO THHE FRAMING MEMBERS. I. ALL ELECTRICAL WOR1K PER 6OVERNIN6 LOCAL CODES 4 ANY OTHER AUTHORITIES HAVING �� PI� G ��<"" e.� INSPECTION. HES RESPONSIBILITY 15 LIMITED TO THE CONTENTS OF THU�E PLANS ONLY. USED, IT SHALL BE BASED UPON THE REVIFV4 d APPROVAL BY Tt ARCHITECT PRIOR TO PROVIDE DENSE HARD POLISHED SURFACE TO BE SEALED WITH ANTI-DUSTING N'EEDm TO ACHIEVE THE DEGREE OF INa1LATION REQUIRED UNDER PERTINENT RELATIONS OF �� JURISDICTION 3TC BE FIRE UFHDERhRITERS A ELECTR!G WORK SHALL BE PERFORMED ANY PURCHASE OR INSTALLATION. SEALER OR EQUAL. 6CVERNMENTAL AGENCIES HAVING JURISDICTION. INSULATION IS TO BE INSTALLED WITH VAPOR 7. INSTALL j"TYPE'X'6YP51M BOARD(FIRE RETARDANT)ON ALL WAU 5 I CEILIN65 IN 6ARA6E IN STRICT COMPLIANCE HITH THE 2020 RCW5 CHRAPTER5 34 Tl�41 I%,,LU5IVE. ✓ �� 2. CONTRACTOR SHALL VISIT 51TE 4 VERIFY ALL CONDITIONS 4 DIMENSION'S, ANY BARRIER ON WINTER WARM SIDE. 4 MEZHANIGAL 5PACE5.(5EE PLANS) t "' k DISCREPANCIES,OMISSIONS,OR PROBLEMS SHALL BE REPORTED TO THE ARCHITECT BEFORE 26. THE NOR.D "PROVIDE"SHALL MEAN TO PJRNI5H AND 145TALL ALL MATERIALS 4, CRAWL 5PAGE5 TO BE M01511JRE SEAL ED WITH A MIN OF 2"CONCRETE 5LA13 OVER 4"' ,� r. � r. " F CRUSHED STONE BASE OVER 6 MIL.P0L METHYLENE VAPOR BARRIER. 7 CONTRACTOR SHALL FURNISH I INSTALL ALL BLANKET TYPE INSULATING BAITS IN NN W Y4ALL5, PAINTING cC `�`- SUBMi5510N OF BID. A 5UBMI5510N BID SHALL IMPLY CONTRACTORS ACCEPTANCE OF THE NECESSARY TO COMPLETE WORK IN ACCORDANCE WITH ACCEPTED CON5TRIUGTION FLOORS,I CEILINGS.All BAITS SHAM BE CWENS CORNING FIBER�iL A55 OR EQUAL WITH FOIL 2. CONTRACTOR 15 TO INCLUDE IN BID,THE PROPER EL.EGTRIG 5MVIGE,AS REQUIRED BY TH15 ,� �` DR.AWIN65 4 EXISTING CONDITIONS. �=N 5UBMITTINS THE BID,EACH CONTRACTOR SHALL 6K STANDARDS 4 MA AGTURER5 RECOMMENDATIONS. � FACE VAPOR BARRIER MAPPING,INSTALL FULL THICK IN WAE�3 AS RE-MIRED IN CEILINGS I. ALL WALLS 4 CEILINGS TO BE FARED FOR SEMI-GL 055 PAINT,UNLESS OTI�RWISE NOTED OR RESIDENCE,INCLUDING ALL NF 1 EQUIPMENT,APPLIANCES,ETC. 1�TI'Y THE ARCHITECT OF WHAT 'J --�1 -r--'':'`-� 3� WITTEN NOTICE TO THE ARCHITECT OF ANY MATERiAL5 OR APPARATUS THAT HE BELIEV�5 5. WHERE DOWNN5POJT5 ARE 5HONN HIDDEN WITHIN AN EXTERIOR WALL,THE CONTRACTOR 5TARM 50 THAT THE FOIL SIDE FACES THE INTERIOR OF THE EVILDNN5. DIRECTED BY OWNIER1 INTERIOR DESIGNER IS NEZE55ARY DURING THE BIDDING PERIOD. �C' ~;�_ `"E�a� .,� INADEQUATE OR UN5TABLE,IN VIOLATION OF LAWS OR ORDINANCES I RULES OR REGULATIONS 27, CONTRACTOR 15 TO SUPPLY OWNER,IN W'RITINI6,A WAIVER OF ALL LIENS FOR T'EHEMSELVE5 3 IS TO INSURE AN ADEQUATELY 51ZED PVC CHASE 15 SET WITHIN THE FOUNDATION WALL OF ALL HORITIE5 HAVING JURI50IGTION,4 NOTICE OF ANY NE GE55ARY ITEMS OF WORK ALL 5UPPLiER5 4 NTRAGTOR5 BEFORE FINAL PAYMENT 15 REQUESTED. 50 THAT THE DOWNSPOUT CAN EXIT THE BUILDIN5 BELCH GRADE. TH15 CHASE 15 TD BE & ALL HOT 4 COLD WATER PiPES TO BE WITH PIPE IWM ATION TUBES. 2. IM!N6- AT3. PROViDE 6FV OUTLETS AT ALL IST LOGATION5(BATHS,KITCHEN,LAUNDRY ROOM,ETC). OMITTED. iF THE CONTRACTOR FAiI-5 TO GIVE SUCH A NOTICE,IT SHALL BE ASSUMED THAT SET WHILE THE FOUNDATION WALL 15 BEING POIRED, iT WILL BE UNAG(,EPTABLE TO A) LATEX QUICKLY DRY PRIME SEAL.2010N PLASTER ANS/OR DRYWALL. PROVIDE WATERPROOF 6F01 OUTLLT5 AT ALL EXTERIOR LOCATIONS. CONTRACTOR HAS INCLUDED THE 4. DUPLEX OUTLETS SHALL BE 5PAGED AT DISTANCES AS PER CODE. I FIS A VIOLA tION OF TH17 t ANN FOR COST OF ALL ITEMS IN THEIR PROPOSAL,4 THE CONTRACTOR 28. THE OWNER AND CONTRACTOR SHALL DEFEND,INDEMNIFY I HOLD HARMLE55 THE MATCH THE FOUNDATION WALLS AFTER THE CONZRETE 15 SET. WATERRPROOF IN 4 q. ALL INTERNAL ROOF LEADERS 4 PLUMBING WASTE LINES SHALL BE Ti6HT Hr-H B) ALKYD PRIMER SEALER 100 ON NEX WOOD. WARNING: WiLL BE HELD RESPONSIBLE FOR THE 5ATI5FACTORY FUNCTIONING AND APPROVAL OF ALL ARCHITECT 4 THEIR AGENTS 4 EMPLOYEES FROM ALL CLAIMS,DAMAGES,LOSSES 4 AROUND CHASE. FIBERGLASS INSULATION. 3. A PRIME COAT I T110 FINISH COATS OF PAINT SHALL BE APPLIED. ANY PERSON,t NLFSS ACTIN(; V K UNDER TH15 CONTRACT WITHOU'EXTRA COMPENSATION. E;XPDE-E5 ING!_UDINO BUT NOT LIMITED TO ATTORNEY FEE5 ARISIN6 OUT C"OR ROOFING AT FLAT ROOFS 5. DIMMER 51�TCHES I R C�ULAR SWITGH�TO BE "DLGORA"5ER'EG UNLEESS OTHERHti!SE DIRECTED t NDI.R'[Hi DIRT t 11()N!ii :� RESULTING FROM THE PERFORMANCE OF THE WORK PROVIDED THAT 4 SUCH CLAIM, b. CONCRETE MIX TC OBTAIN A COMPRE55!VE STRENGTH OF 3500 P51 AFTER 25 DAYS I. NNFW FLAT ROOFS TO RECEIVE FULLY EPDM SINE PLY ROOFING SYSTEM ON 4. 176651t-LL,FLAT AND/OR SEM!-GLOSS FINISH(TO BE DETERMINED),LATEX PAINT TO BE BY OWNER OR BY TiS ARGHITi=GT. t tk k\'1 D ARCHI I LC i. I() [.I LRAN 3. ALL WORK SHALL BE DONNE IN GOMIPLIANCE WITH LOCAL CODES,ORDINANCES RULES AND DAMAGE,LOSS,OR EXPENSE: OF CURING FOR SLABS,FOOTINGS 4 FOUNDATION HALLS. UN-E55 OTHERRX15E NOTED. FFl M IN ANY\VAY. IF AN ITL til MECHANICALLY FASTENED ROOF INSULATION BOARD,GRAVEL TOPPING ON ALL V151M ROOFS, BENJAMIN MOORE OR AN APPROVED EQUAL. I K.'ARING THi SEAL,OF AN REGULATIONS. CONTRACTOR SHALL BE RE5PO'1iBLE FOR FILING 4 OBTAINING BUILDING I. 15 ATTRIBUTABLE TO BODILY INJURY,51CKNE55,D15EA5E,OR DEATH OR TO INJURY TO b. PROVIDE ELECTRICAL HOOKUP AS REQUIRED FOR SAUNA,JA.GUZZI UNIT,HOT TUB,POOL,POOL ARCHITEC T IS ALTERED,THE DEPARTMENT PERMIT 4 FINAL CERTIFICATE OF OCCUPANCY. OR DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF) INCLUDING T NOTES ON THE STRUCTURAL DRAWIN65(IE CONCRETE,51171,WOOD,ETC)SHALL TAKE 2. CONTRACTOR TO PROVIDE POSITIVE SLOPE DOWN TO ROOF MIN BY 514IMMINO ROOF SHEATHING. 5, REMOVE REMOVABLE ITEMS WHICH ARE NOT TO BE PAINTED,OR PROVIDE SURFACE APPLIED EQUiPMENT ETC. AI.Ti RiNG ARCHITECT SHALL AFFIX THE L055 OF USE RE5ULTIN6 THERE FROM 4 PRECEDENT OVER THE CONCRETE NOTES,ETC.ON THE ARCHITECTURAL DRAYNIN65. REVIEW WITH ARCHITECT BEFORE CONSTRUCTION. METHOD OF SHIMMING SHALL PROVIDE FULL PROTECTION OR COVERING PRIOR TO BE6INNIN6 PAINTING. TO HIS iffiER ITEM TI IF SEAL AND THE 4. NO WORK SHALL BE STARTED UNTiL PLANS HAVE BEEN APPROVED BY THE LOCAL BUILDING 2. 15 CAUSE IN WHOLE OR IN PART BY ANY NEGLIGENT ALT OR OMISSION OF THE BEARING OF ROOF SHEATHING TO RAFTERS OR ROOF JOISTS, 7. PROVIDE ELECTRIC HOOKUP FOR ALL NEW APPLIANCES. NOTATION"ALTERED BY" DEPARTMENT 4 ALL OTHER AGENCIES HAVING JURISDICTION. CONTRACTOR,ANY SUBCONTRACTOR,ANYONE DIRECTLY OR INDIRECTLY EMPLOYED BY b. SURFACE IMPMFEGTION5 WILL NOT BE ACCEPTABLE 4 MUST BE FILLED,PATCHED 15AIMAD FOLLOWED H DA E it SIGNATURE DIVISION ®� - M 3. INSTALL CANT.STRIPS IN ANGLES OF INTERSECTION BETYSEN ROOF DECK 4 VERTICAL WALLS I SMOOTH OR BE REDONE. 8. FURNISH ALL REQUIRED UNIX341-RITERS CERTIFICATES. AND THE ,AN A st�CI cii ANY OF THEM OR ANYONE FOR WHR05E ACTS OF THEM MAY BE UNABLE,REGARDLESS ,�� ALTERATION,AND,a SPECIFIC 5. CONTRACTOR SHALL FILE CERTIFICATE OF WORKMENS COMPENSATiON 4 P15ABIL17Y WHETHER OR NOT IT 15 CAUSED IN PART BY ANY PARTY INDEMNIFIED HERE UNDERREFER TO ARB APPROVED MATTR!AL5 FOR STONE/BRICK VENEER IF APPLICABLE. CURB`' A5 REQUIRED BY ROOF MANUFACTURERS SPECIFICATIONS. � DESCRII>TION OF The ALTERA*1ION CERTIFICATE WITH BUILDING DEPARTMENT BEFORE STARTING WORK. 1. � 7. CEILING PAINT TO BE FLAT FIN15H UNLE55 OTHERWISE SPECIFIED. q. PROVIDE EXHAUST FM5 IN BATH AREAS iN THE EVENT THAT THERE ARE NO OPERABLE WINOC�S CONTRACTOR SHALL PROVIDE CLIENT WITH MOCKU: 5HOHIN6 VENEDR,GROUT JOINT 4. INSTALLATION OF ROOFING TO BE BY QUALIFIED ROOFERS H-10 UNDERSTAND HOW TO ACHIEVE A PRESENT PER CODE. 2q. ALL.PREFABRICATED TR1S5E5 TO BE ENGINEERED BY OTHERS. OWNIER OR SPACING 4 FINISH PRIOR TO INSTALLATION. b. CONTRACTOR SHALL EE RESPONSIBLE FOR ADEQUATELY BRACING I PIROTECTINNS ALL WORK CONTRACTOR C PROVIDE ENGINEERING I DESIGN CALCULATIONS.SUCH GALCULATi0N5 WATERTIGHT ROOFING 4 FLASHING SYSTEM WITH THE CONDITIONS INDICATED ON DRAWINGS.AS TILE FIN15H DURING CONSTRUCTION A6AIN5T DAMAGE, ,COLLAPSE,P15TORTION 4 SHALL BEAR THE SEAL. 4 516NA7WE OF A LICENSED PROFESSIONAL ENGINEER YE11 AS,THE EXISTING GOND1TIOt i PIRTAININ6 TO THE PROJECT. 1. STONE SADDLES SHALL BE USED AT TOILET/BATH EN PONCES. IO. ICONTRACTOR MANUFACTURER E SUPPLY I INSTALL ELEGTRIGAL DOOR CHIMES.(COORDINATE SPECIFICATIONS CHIMNEY 4 MANUFACTURER WITH OV>GN%. MISALIGNMENT,ACCORDING TO APPLICABLE CODES,STANDARDS,4 600P CONSTRUCTION I. APPROVED THIN STONE VENEER OVER G.M.U.BLOCK 5. ALL ROOF SEALANTS TO BE COMPATIBLE WITH ROOF MATERIALS BEING USED. 2. ALL TILE/MARBLE INTERSECTIONS I 5 SHALL BE PERFECTLY FORMED. ALL GUTTINO 4 FRACTICE. 30. THE ARCHiTEGT WILL NOT HAVE CONTROL OR CHARGE OF 4 WILL NOT BE RE5PON5IBL.E DRILLING SHALL BE NEATLY DONE WITHOUT MARRING TILE. ALL CUT EDGES 5HALL BE CAREFULLY II. NEW ELEGTRIGAL 5ERVIGE PANEL,MMETT.TR,4 MAST TO BE LOCATED IN THE FIELD,PER UTILITY FOR CON5TRUCTION MEANS,MET HOD5,TEGHNIQUE5,5EGUENCE5 4 PROGRAMS IN STONE 9I.RFAGE5 ROOF VENTING GROUND 4 JOINTED. REQUIREMENTS. 1. ONLY WRITTEN D1MEN51ON5 4 NEVER SCALED DIMENSIONS FROM ARCHITECTURAL DRAWING CONNECTION WITH THE WORK. I. REFER TC FOUNDATION PLAN 4 LANDSCAPE PLAN FOR MORE INFORMATION. 1. PROVIDE RIDGE VENTS ON NEW ROOF RIDGE LINES AS INDICATED ON DRAWIN56 IN CONJUNCTION HILL BE RECOGNIZED AS VALID. IF THERE ARE ANY MISSING DIMENSIONS CONTACT THE WITH VENTED SOFFITS. PROVIDE PROPER OPENINGS WITHIN 5KYLI6HT FRAMING TO ALLOW FOR 3. NEW TILE/MARBLE FOR TOILET/BATH AREA TO BE INSTALLED PER LATEST SUGGESTED METHOD 12. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR RUNNING EMPTY CONDUIT5 FOR TELEPHONE, ARCHITECT FOR DIMENSION PRIOR TO PROCEEDIN6 WITH WORK. DIVISION 02 - EXISTI GO (TIONS DIVISION 05 - METALS LS PROPER VENTILATION. OF THE HANDBOOK FOR CERAMIC,TILE IN5TALLATION. MUD BASE FOR FLOORING 4 MUD BASE/ 5ECURITY,I AUDIO SY5Ti"M5. THE ABOVE 15 TO BE COORDINATED WITH THE ARGHITEGT I OHNER. 51TE CLEARING 1. REINFORRCING SHALL BE DEFORMED BAR5 CONFORMING TO A5TM A615 GRADE bO. THIN SEF FOR Kkl 5. 8. GLEAN UP-EACH TRADE SHALL DO ALL GL.EANEN6 OF ITS OVEN HARK. THE GENERAL 51TE GALL 81I BEFORE YOU DIS TO VERIFY ALL UNDERGROUND UTILITIES. WELDED WIRE FABRIC SHALL CONFORM TD ASTM AI85. 2. ALL ROOF AREAS TO BE ADEQUATELY VENTED TO E�JARD AGAINST CONDENSATION BUIL.R���IN 13, ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR ALL REQUIRED ELECTRICAL WIRING TO HVAC CONTRACTOR 15 RESPONSIBLE FOR 9YERV15ION OF GLEAN UP BY THEIR SUBCONTRACTORS. ROOF PLENIM5. USE BAFFLES IN GATHEDRAL.CEILINGS. 4. WOOD STUD PARTITIONS TO RECEIVE MAREU OR TILE TO BE SPACED @ 12'O.G. SYSTEM. THE GENERAL CONTRACTOR 15 RESPON151BL.E TO LEAVE THE PROJECT iN A BROOM GLEAN 2. CONTRACTOR 15 TO CONTACT ALL UTILITIES PRIOR TO COMIlVN5 OPERATIONS TO 2. STRUCTURAL STEEL SHALL CONFORM TO A5TM A36 I A15C SPECIFICATION FOR THE 3. PROVIDE ROOF VENT5 PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION 5, MARBLE THAT 15 INSTALLED ON SHOWER FLOOR515 TO HAVE EITHER RIBBED OR HONED FINISH. 14. SUPPORTS FROM C0N5TRi,TION- GONDITLON, DETERMINE LOCATION OF ALL U"'ILITIE-5RESIGr r N,FABRICATION I ERECTION OF STRUCTURAL STEEL FOR IBUIL.DING5. OPENINGS 5HALL BE PROVIDED KITH CORROSION-R`515TANT W'FTE ME54,WITH J"MINIMUM TO�, Al FTIRNISH ALL INYERT5,FLITCH PL ATE5,CLIP ANC)LE5,ANCHHOR5,CHAR v"L5,ETC,AS REQUIRED FOR CONNECTIONS SHALE BE WEA DED, r'.TI:_- tt b. TILE AT ELECTRCUTLETS,PtUN"BNG PIPES,FTX" 4 FITTIN SHA L FIT LLCSELY, THAT SUPF'ORTINIG BCJXES,HANGS,4 FJIPMEN"T. EE5PON515L.E FOR STORAGE OF MATERIALS SHALL ARRANGE HITH MER 3. PROTECT EXISTING,UT, INDICATED OR MADE KNONfNN, MAXIMUM OPENNvTOTAL NET FREE VENTILATIN5 AREA 5HALL NOT BE LE55 THAN ON q. CONTRACTOR 15 RE TO IC FOR STORAGE OF MATERIALS S0 THAT 51TE 15 KEPT ORDERLY 4 MATERIALS ARE PROPERLY ONE HUM RT, FIFTY(I TC 150)OF P-E AREA OF THEE 5PAGE VENTILATED. WHERE EAVE OR PLATES,COLLARS OR COVERING WILL OVERLAP THE TiLE. No SPLIT TILE WILL BE PERMITTED. B) WHERE CONSTRUCTION DOE5N'T PERMIT FA5TENIN6 OF EQUIPMENT,W15H ADDITIONAL PROT'EGTED AGAINST DAMAGE 4 THEFT. 3. PROVIDE SOLED BLOCKING UNDER CONCENTRATED LOADING DOM TO STEfi.BEAM ON CORNNICE VENTS ARE INSTALLED,INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A APPROVED FRAMING. 4. PROTECT ME5 4 SHRUBS,WHERE INDICATED TO REMAIN,BY PRCVIDINS A FENCE FOUNDATION. MINIMUM OF ONE INCH SPACE SHALL BE PROVIDED BETHEEN THE INSULATION 4 THE ROOF DIV15I 10 - TEVALTIE5 AROUND THE TRE OR 5H1RU13 SHEATHING AT THE LOCATION OF THE VENC. I. FULL DOWN A710 STAIR-SUPPLY 4 IM5TALL FIRE RATED ATTIC STAIR MODEL: METAL N 15. ELECTRICAL CONTRACTOR 15 TO CONTACT I COORDINATE INSTALLATION OF GARBLE T.V.WIRE5. 10. REMOVAL OF DEDF TIP 6E PROCUREMENT NT MISTER,3L 4 RELATED SHRA,LL BE THE 4. EGRE-55 WINDOW VfLL ESCAPE LADDER REFER TO DETAIL INSTALLATION 15 TO BE PERFORMED IN A TIMELY MANNI R WITH RESPECT TO THE OVERALL RESPONSIBILITY OF THE 6ENERRL CONTRACTOR. LOCATION OF DUMP5TLR SHALL.BE 13Y 5. GLEAN AUT RCX1T5 I" IN DIAMETER 4 LARGER TO A DEPTH OF AT LEAST !2"BELOW THE SCISSOR ATTIC LADDER AS,MANUFAGTLRED BY FAKRO(OR APPROVED EQUAL). PROVIDE `' MUTUAL AORMKNT BETHEEN OWNIR 4 GENERAL.CONTRACTOR,G.C.15 RESPONSIBLE FOR FLAUHINS 4 5F-Z-7 METAL CATALOG CUT FOR OWNER APPROVAL. PROJECT SCHEDULING. EXISTING,GROUND SURFACE OR SUB-GRADE GE,WHICHEVER 15 5. E6RE-55 WfNDOW VaELL.ESCAPE COVER,REFER TO DETAIL I. WHERE 51IM'T METAL 15 REQUIRED I NO MATERIAL OR GAUGE 15 INDICATED ON THE DRAWING, PROCURING PERMIT FOR DUM°STLR LOKER. PROVIDE THE H!61EST QUALITY I GAUGE 6011,1.MMRATE WITH THE REED STANDARDS. 2. CLOTHES CLOSETS-NvEW CART CLOSET,CLOTHES GL O5ET5,LINEN CLOSETS 4 STORAU`a GL05ET5 lb. PROVIDE HEAT,SMOKE,4 CARBON MONOXIDE DETECTING ALARM DEVICES A5 PER 8314 AND 8315 . :. 6. ALL METAL HANGERS,GLIPS,NAILS,BOLT5 5GREH5,ETC. IN DIRECT CONTACT WITH SPALL BE DESIGNED BY OTHERS. OF THE 2020 RCNY5. ,,.„.., II. CONTRACTOR 15 TO ING':.I.IDE IN THEIR PRIZE HOOKUPS TO ALL PLUMBING FIXTURES 4 ""P, b. GENERAL CONTRACTOR TO CHECK WITH I MAKE ARRAN6E=MENT5 WITH OWNER TC PRE59M TREATED LUMBER TO BE HOT DIPPED GALVANIZED AS PER A5TM 2. FORM,FABRICATE,4 INSTALL SHEET KETAL 50 AS TO ADEQUATELY PROVIDE FOR EXPAN510N APPLIANGE5(FOR KITCHENS,BATHROOMS,LAUNDRY ROOM!5,ETC). ALL FIXTURES I REMOVE 4 RELOCATE SELECTED SHRUBS. OWNE3Z SHALL PAY FOR SHRUB REMOVAL. SPECIFICATIONS TO RE5157 CORROSiON FROM PRL-55M TREATED LUMBER. I GONCRRAGTION IN THE FINISHED WCRRK. 3. CENTRA!_VACUUM SYSTEM-PROVIDE SEPARATE PRICE QUOTE FOR COMPLETE SYSTEM, Ii. ALL BATH,KITCHEN,4 GARAGE OUTLETS SHALL BE GROIN D FAULT CIRCUIT INTERRUPTER / ' l 11 APPLIANCE-5 TO BE PROVIDED BY GENERAL AL GONTRAGTOR. SPECIFICATIONS PROVIDED BY PROTECTION APPROVED DEVICE. OWNER. , . 4. BATHROOM FIXTURES 4 AGCFSSORIES-SUPPLIED BY OWNIER INSTALLED BY CONTRACTOR, • , SITE SHORING DiV151ON Ob - TICS GO OSITES PROVIDE 4 NST FLASHING,AROUND ALL WINDOWS 4 NEW oPENRNGS FOR SKYLI6HHT5, 18. UNDERWRITI3R5 GERTIFIGATE SHALL BE OBTAINED 4 �TO THE OV�lER UPON I. CONTRACTOR TO PROVIDE I INSTALL A 5HORIN6 5Y5TEM AS,REQUIRED WHICH WILL CHiMNL-Y5,ROOF VALLEY 4 MOB,M. PROVIDE ALLOWANCE. 12. CONTRACTOR 15 TO COORDINATE I WORK WITH GABINNET MAKER IN INSTALLATION OF All r ROUGH FRAMING COMPLETION OF ALL ELEGTRIGAL WORK. : " "' SAFELY I ADEQUATELY PREVENT COLLAPSE OF ADJACENT MATERIALS 4 WH1GH WILL I ., CABINETS. CONTRACTOR TO SUPPLY ELECTRIC 3 PLUMt$fNG TO ALL CABINETS AS, PERMIT CONSTRUCTION OF THE WORK OF THE ARRANGEMENT SHOWN ON THE DRAWINGS. I. ALL SOLID SAWN FRAMING LUMBER SHALL BE A MIN.OF DOUGLAS FIR L ARCH No.2 4. ALL EXTERIOR DOOR JAMfBS,HEAf14 SILL TO BE WEATHER-STRIPR'ED WITH EXTERIOR DIVISI II - 1 U w w;. a; REQUIRED. CONTRACTOR TO WIRE BUILT-INS AS,REQUIRED 4 COORDINATE WIR1N16 WITH WITH MIN. q00 P51 TABULAR FIBER 5TRE55 IN BENDING,WITH A MODULUS OF ELASTICITY WEATHERING SYSTEM. L KITCHEN APP�IAN�15- PROVIDE ALLOWAdCE. D15GLAI =I - ,,. ELECTRICIAN 4 CABINET MAKER OF I.bO MILLION P51. r f< 2. SECURE ALL NEEDED APPROVALS,INGLUDIN6 TH05E OF 60VERNMENNTAL AGENCIES 1. ALL NOTES EREIN MENTIONED ARE APPLICABLE TO 114E 50AL.E 4 SCOPE OF WORK AS, �v� � -. ... 5. COAT BACKSIDE OF FABRICATED SHEET METAL WITH BITUMINOUS COATING WHERE REX RED TO HAVING JURISDICTION 4 OF ADJACENT PROPERTY OWNERS IF REQUIRED,AT NO 2. ALL STRUCTURAL LUMBER SHALL COMPLY WITH 4 BE ERECTED IN AGGORDANGE WITH SEPARATE METALS FROM GORR051VE SUBSTRATES INGLUDIN6 GENEXiTITl0U5 MATERIALS,WOOD 2 KITCHEN CABINETS-PROVIDE ALLOWANCE. DESCRIBED GRAPHICALLY OR OTHERWISE NOTED ON MAKINGS. G.G.15 RESPONSIBLE FOR I w - - :r"; 13. ALTERNATES-IF THE GONTRAGTOR FEELS THAT AN ALTERNATE MATERIAL OR METHOD H^OULD ADDITIONAL CC5T TO THE OHNER. QUALIFYIN6 CONDITIONS THAT ARE NOT INCLUDED IN BID OR CONTRACT DOCUMENTS KITH OWNER ` . -, ,/ THE NATIONAL FOREST PRODUCTS A550GIATION'5 NATIONAL DESIGN SPECIFICATION OR OTHER AB50RBENT MATERIALS'OR PROVIDE OTHER PERMANENT SEPARATION. ',%T RESTART IN A TIME OR COST SAVING,THE CONTRACTOR SHOULD SUBMIT 5PEGIFIGATION5 4 3. BARBECUE AREA-PROVIDE ALLOWANCE. PRIOR TO EXECUTION OF CONTRACT AND/OR COMMENCEMENT OF WORK,WHICH WOULD ALTER THE l CATALOGUE CUT5 TO THE ARCHITECT FOR HI5 APPROVAL BEFORE PROCEEDING KITH ANY SITE GRADING 4 DRAINAGE FOR WOOD CONSTRUCTION,LATEST EDITION. ALL LUMBER SHALL BE GRADE MARKED. DB16N INTENT OF THE5E CONSTRUCTION DOCUMENT5. ARCHITECT SHALL BE NOTIFIED OF ANYI 14 SUBSTITUTION. SUBSTITUTIONS MUST BE OF LIKE QUALITY TO TFE ITEM SPECIFIED 4 WILL BE 6. ALL ROOF DRAINS 4 LEADERS TO HAVE REMOVABLE DOME TYPE STRAINER ON TOP. 4. POOL RAUSE BAR AREA-PROVIDE ALLOWANCE. SUCH ALTERATION IMMEDIATELY. "I I. WORK INCLUDED TO EXCAVATE,BACKFILL,COMPACT, 4 GRADE THE SITE TO THE 3. ALL PLYWOOD SHALL BE GRADE MARKED 4 MEET THE STANDARDS OF AMERICAN ALLOWED ONLY WITH THE APPROVAL OF ARCH":TELT. MEVATIONN5 SHOWN ON THE O WIN65 4 AS NEEDED TO MEET REQUIREMENT5 OF THE PLYWOOD ASSOCIATION(APA). T ROOF LEADERS TO BE SIZED FOR DRAINAGE AREA OF ROOF BEIN6 DRAINED WITH A MINIMUM 5. TELEVISION 4 AUDIO SOUND SYSTEM-PROVIDE ALLOWANCE. "�" GONSTRJGTION SHOWN IN THE CONTRACT DOGUMENT5.6RADIN6,TO BE EXECUTED IN A LEADER 51ZE OF 3"DIAMETER TB11N6 I yl 14. 6E?NERAL.CONTRACTOR TO COORDINATE WITH OH E-R INTERCOM/TELEPHONE INSTALLATION MANNER TO PERMIT PROPER DRAINAGE OF STORM WATER WITHOUT PONDING. N1102.4.12 TESTING. THE BUILDING OR DWELL.IN6 UNIT SHALL BE TESTED 4 VERIFIED AS,HAVING AN AIR �"I FOR EXACT LOCATION OF EQUIPM�tT 4 WIRING. WALL5 ARE NOT TO BE CLOSED UNTIL 4. DOUBLE J01575 UNDER ALL PARALLEL PARTITIONS 4 BATHROOM5 TERMITE CONTROL DIVISI I2 - I51 I LEAKAGE RATE NOT EXCEEDING THREE AiR CHANGES PER HOUR. TE5TiN6 SHALL BE CONDUCTED IN INTERCOM/TELEPHONE INSTALLATION 15 COMPLETE. 2. FILL TO BE COMPACTED,FREE FROM CLAY,OR&ANIG MATTER,LOAM,WASTE OR OTHER 1. PROVIDE TERMITE SHIELD UNDER ALL PERIMETER SILL PLATES,5ET 1N SILL SEALER 10WRE THAT 4 WA ACCORDANCE WITH RE5-NET/iCG 360,ASTM E17q,OR A5TM E1527 AND REPORTED AT A PRESSURE OF OBJECTIONABLE MATTER. 5. JOISTS,SHALL BE DOUBLED AROUND ALL OPENIN65,UNDER ALL PARALLEL WALLS, 4 TERMITE SHIELD 15 HOOKED 4 THEN TURNED DOWN. 02 INCH H.O.L50 PA-%AL5). WHERE REQUIRED BY THE CODE OFFICIAL,TE5TIN6 SHALL BE CONDUCTED �,. PARTITIONS UNLESS OTHERWISE NOTED. DIVISION I3 - IAL Gf1t TION ' ,,,,,,, 15. OEM CONTRACTOR TO COORDINATE WITH OWNERS ALVIOV15UAL COMP.AGTOR EXACT BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHAD.BE SIGNED BY LOCATIONS OF ALL EQUIPMENT,5MAKER5,WIRING,ANTENNA WIRING,4 ANY CONDUIT THAT MAY 2. PROVIDE 501E TREATMENTS TO CONTROL SUBTERRANEAN TERMITES A5 MAY BE NEEDED FOR A I. STEAM SHOVER-PROVIDE A SEPARATE PRICE TO SUPPLY 4 INSTALL STEAM UNIT IN BATHROOMS THE PARTY CONDUCTING THE TEST 4 PROVIDED TO THE CODE OFFICIAL. TE5TIN6 SHALL BE PERFORMED ���% "`H 3. GRADE AREA ADJACENT TO BUILDINGS TO ACHIEVE DRAINAGE AWAY FROM THE (, meg„ BE NECESSARY FOR FUTURE INSTALLATION. WALLS 4 FINISHED FLOOR ARE NOT TO 13E CLOSED 6. PROVIDE J015T HANGERS FOR ALL FLUSH FRAMED CONDITIONS,A5 MANUFACTURED BY COMPLETE 4 PROPER TREATMENT. WIRE 5PEGIFIED. AT ANY TIME AFTER CREATION OF ALL PENIETRAIIONS OF TiE BUILDING THERMAL ENVELOPE. s '��, UNTIL AUDIOVISUAL INSTALLATION 15 GOMPI.ETE. STRUCTURES 4 TO PREVENT PONDING. , ''�6. "SIMPSON"OR EQUAL. INSTALL IN AGCORDANICE WITH MANUFACTURERS INSTRUCTIONS. 3. CONTRACTOR TO USE COMBINATIONS OF TOXICANNT5 APPROVED BY 60VE101E NTAL A6ENGIE 5 2. SECURITY SYSTEM-NOT PART OF THIS CONTRACTfF 4. K-ERE WALL5 ARE POURED TO GRADE 4 DAMP PROOFING WITH GLEAN EARTH,CARE i?IRING TEST{NG 4 �- , ; I HAVING JJRISDIGTION. " �., I6. DISG'JPANCIES: SNAIL BE TAKEN TO BRACE THE WORK ADEQUATELY TO PREVENT DEFORMATION OR 7. ALL FLOOR JOINTS SHALL HAVE SOLID BLACKING AT MiD SPAN OR AT INTERVALS NOT I. EXTERIOR WINDOWS 4 110085,FIREPLACE 4 STOVE DOORS SHALL BE CLOSED,BUT NOT SEALED, TO FJCGEED 8 FEET. FOR TJI 4 TRIFORCE FLOOR.HOIST PRODUCTS REFER TO 3. COMPUTER NIETY90RKIN6-NGT PART OF THIS GON RAGT BEYOND THE INTENDED WEATHER 5TRIR'PIN6 OTHER INFILTRATION CONTROL�. F ,Y,.. ,0,, yr A? W THERE ARE DfSGRiPANC11a BETYEEN THE DRAWINGS AND/OR THE SPEGIFIGATIONS, COLLAPSE. 4. IF 501E 15 DISTURBED AFTER TREATMENT RETREAT DISTURBED AREAS. 2. DAN1P1R5 INCLUDING EXHAUST INTAKE,MAKEUP AIR BAGKDRAFT 4 FLUE DAMPERS SHALL 1 ::.,� "'I �/ i �' MANUFAGTURER5 SPECIFICATIONS. ,,- TIE CONTRACTOR SHALL CONTRACT,PROVIDE,4 INSTALL THE BETTER QUALITY 0R GREATER DIVISION 14 - 1 W UI CL.05W,BUT NOT SEALE=D BEYOND INTENDED INFILTRATION CONTROL MEASURES. `".y��j// . QUANTITY OF MATERiAL OR WORK GALLED FOR UNLESS 01IM15E ORDERED IN WRITING. 5. ALL MATERIAL USED FOR BACKFILL SHALL BE FREE OF OMR15 4 ORGANIC MATERIAL SFAI.ANTS 4 GAULKINI6 I. N/A 3. INTERIOR DOORS,IF INSTALLED AT THE TIME OF THE TEST,SHALL BE OPEN. 6. ALL WOOD SHALL BE SOUND,FLAT,STRAIGHT,YELL SEASONED,THOROUGHLY DRY,4 B) WRITTEN DIMENSIONS SHALL GOVERN OVER 50AL M DIMENSIONS. LARGER THAN 2 INCHES,IN DIAMETER,LENGTH OR WIDTH. FREE FROM ALL DEFECTS. WARPED OR TW15TED WOOD SHALL NOT BE U5ED. I. ALL GAULKIN6 COMPOUND UNLESS OTHERHI5E NOTED,TO BE 6E.SILICONE NON-5TAININ6/ 4. EXTERIOR DOORS FOR CONTINUOUS VENTILATION 5Y5TEM 4 FEAT RECOVERY SHALL BE CLOSED 4 NON-SAGGING. COLOR TO MATCH ADJACENT MATERIAL. CAULKING IN CONJUNCTION WITH DIVISION 15 -BMIK SEALED. Ti. OMISSIONS: EXCAVATING, NEOPRENE ROOFING TO BE BUTYL TYPE. 5. HEATING 4 COOLIN6 SYSTEM,IF INSTALLED AT TIE TIME OF THE TEST,SHALL BE TURNED OFF. 9. ALL ITEMS OF ROUGH HARDWARE OF EVERY DESCRIPTION INCLUDING,NAILS SPIKES I. ALL PLUMBING WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RE51DCN1IAJ.GODS THE DRAWING5 I SPECIFICATIONS ARE INTENDED TO BE COORDINATED. ANYTHING FOUND ON I. PERFORM EXCAVATING OF EVERY TYPE OF MATERIAL WITHIN THE LIMITS OF NEW YORK STATE CHAPTERS 25 THROI6H 33 INCLUSIVE 4 ALL APPLICABLE LOCAL CODES 4 b. SUPPLY 4 RETURN RWISTER5,IF INSTALLED AT THE TiME OF THE TEST,51WI BE FULLY OPEN, THE ORAWIN 55 4 NOT MENTIONED IN THE 5PECIFICATION5,OR VICE VERSA,OR ANYTHING NOT OF THE WORK TO THE LINES,6RADE5, 4 EL.EVATION5 INDICATED 4 SPECIFIED HEREIN. 5GREWo,BOLTS,ANCHORS,TIES,EXPANSION SHIELDS 4 BOLTS, 4 OTHER ITEMS WHICH 2. PREFORM--= STRIPS FOR CERAMIC TILE CONTROL JOINT I EXPANSION JOINT WORK-USE EXPRE55LY SET FORTH IN EITHER,BUT WHICH 15 REASONABLY IMPLIED,SHALL BE FURNISHED ED ARE REQUIRED TO A55EME3LE OR SECURE THE WORK 5HOKN OR SPECIFIED HEREIN FOLY1505PYLENE OR POLYCHLOROPRET RUBBER fEALTH DEPARTAENtT REQUIR1�ENf5. AS,THOUGH SPECIFICALLY 5HOWN 4 MENTIONED IN BOTH,WITHOUT EXTRA GHAR . 2. INCLUDE EXCAVATION OF ANY MATERIALS THAT ARE UNSATISFACTORY FOR BEARING SHALL BE FIUNI5HED AS,NEEDED. HM ERRV 2. PROVIDE ALL PLUMBIC REQUIRED FOR HOOKUP OF ALL PLYING FIXTURES AS,SHOWN ON PLAN RATIK SYST�1(}I EES, 3. THOROUGHLY 4 COMPLETELY MASK JOINTS HERE APPEARANCE OF SEALANT ON ADJACENT OF 5LAB5 4 FOOTIN'95 4 REPLACEMENT BY SATISFACTORY MATERIALS AS PART OF 10. CONIIRAGTOR TO RM15H TO OTHER TRADES ALL ANCHORS,BOLTS,WALL PLATES, SURFACES WOULD BE OBJECTIONABLE. 4 ALL APPLIANCES IN KITGEN INCLUDING ISLAND SINK,ICE MAKER TO REFRI6MATOR,INSTANT HOT I. HE.R.5.INDEX REPORT AS,REQUIRED BY OTHERS 0. GUARANTEE: THE WORK OF TH15 SECTION. WATER,DI ETC. A) EXCEPT YIHERE LONGER GUARANTEE PERIODS ARE SPF.GIFIGALLY REQUIRED IN THE GORRU6ATED WAIL PLUGS,NAILING BLOCKS,WOOD,ETC.,WHICH ARE REQUIRED FOR SPECIFICATIONS,ERE NIGH CONTRACTOR SHALL GUARANTEE ALL WORK 4 MATERIALS 3. EXCAVATE 4 BACKFILL IN A MANNER 4 �E THAT WILL PROVIDE PROPER THE PROPER FASTi NINE 4 INSTALLATION OF OPER ITEMS. DETAILED INSTRUCTIONS 4. INSTALL SEALANT IN STRICT ACCORDANCE WITH TFE MANUFACTURERS RECOMMENDATIONS OR 3. P1 UN931N6 FIXTURES-SEE SCHEDULES AND/OR ALI.OWANGES,INCLUDE IN5T,4LLATION IN BID. 2. THE BUILDER 15 TO BE W RESPONSIBLE FOR CONfAGTIN 5 THE HERS.RATER THROUGH oUT THE USED BY THE COMPACTOR UNDER THIS CONTRACT AGAINST DEFECTS FOR A PERIOD OF ONE DRAINAGE AT ALL TIMES. WITH SKETCHES,IF NECESSARY,SHALL BE GIVEN TO THE OTHER TRADES OF THIS ACCEPTABLE PRACTICES,THOROUGHLY FILLING JOINTS TO THE RCJOM ?DEPTH. NOTE_BATH AGGES50RI1;5:TOWEL BARS,ETGY TO�INCLUDED IN INSTALLATION,(SEE PRO-ECT TO ENSURE ALL REQUIRED INNSPEGTIOWNS/TE5T5 ARE PERFORMED. SECTION SHOWING THE LOCATION 4 OTHER DETAILS OF SUCH NAILING DEVICES. YEAR FROM DATE OF COMPLETION AS,EVIDENCED BY THE DATE OF THE FINAL CERTIFICATE ALLOWANCE5 AND/OR DR4WIN55 FOR 5PEGIFIGATIONS). OF PAYMENT 4. SHORE 4 BRACE EXCAVATION AS,REQUIRED WHERE SUITABLE SLOPED OVERCUT 15 NOT DIVISION O$ - I 3. THE!BUILDER 15 TO CONTRACT WITH H,E.R.S.RATER FOR THE CONSTRUCTION/INSPECTION PORTION B) SHOULD ANY MTLT5 DEVELOP IN AFOREMENTIONED WORK WITHIN THE GUARANTEE PERIOD P0551BL.E BECAUSE OF SPACE RESTRICTIONS OR STABILITY OF THE MATERIALS BEING II. PROVIDE APPROPRIATE BLACKING,BETWEEN FRAMING�AS, RED TO I. GARAGE DOOR 4 HARDWARE,REFER TO WINDOW 4 DOOR SCHEDULE FOR SPECIFICATIONS. 4. ALL WATER CLOSETS,51NK5,T�5,4 FIXTURE CONTROLS WILL BE SUPPLIED 4 INSTALLED BY O THE PROJECT. ALL FEES ARE THE RESPONSIBILITY OF THE BUILDER DUE TO FAULTY MATERIAL OR WORKMANSHIP,THE CONTRACTOR SHALL DO,OR CAUSE TO BE EXCAVATED. RECEIVE TOILET ROOM ACCESSORIES, 4 OTHER SIMILAR ITEMS AS,REQUIRQUIP ED. 2. FRONT DOOR,REFER TO WINDOW 4 DOOR 5GHEDUL.E FOR SPECIFICATIONS. 6DERAL CONTRACTOR ROPME ST DONE,NEGE55ARRY REPAIR5 OR CORRECTIVE WORK WITHOUT EXTRA COST TO THE OWNER, THE 12. 6ENERAL.CONTRACTOR 15 RESPONSIBLE FOR ANY 4 ALL.COORDINATION WITH THE 5. PLUMBING CONTRACTOR TO PROVIDE H05E BIBS IN REQUIRED LOCATIONS.CONSULT W/OkM I. 2020 RE510MIAL CODE&NEW YORK STATE ENTIRE COST TO BE BORNE BY THE CONTRACTOR, THE REQUIRED REPAIRS 4 CORRECTIVE 5. IN EXCAVATING FOR FOOTINGS 4 FOUNDATIONS TAKE CARE NOT BE 015TIRB BOTTOM 3. GENERAL EXTERIOR DOORS REFER TO WINDOW 4 DOOR 5GHED U FOR SPECIFICATIONS. WORRK SHALL BE GOMINENGm WITHIN FIVE(5)DAYS AFTER WRITTEN NOTICE TO CONTRACTOR OF EXCAVATION. OWNER'S SUBCONTRACTORS 50 AS,TO THE PROPER 4 TIMELY PERFORMANCE OF WORK FOR EXACT QUANTITY,TYTt,4 LOCATION OR REFER TO DRAWN�iS WHEN APPLICABLE. WiTHIN THE OVERALL SCHEDULING OF THE PROJECT. N.Y.S. ED. M. 147- SSG. BY THE OWNER. IF TH15 WORK HAS,NOT BEEN COMMENCED WITHIN 5 DAYS,THE CANER SHALL A) EXCAVATE BY HAND TOOLS TO FINAL GRADE JUST BEFORE CONCRETE 15 PLACED. 4. INTERIOR DOORS,REFER TO WINDOW 4 DOOR SCHEDULE FOR SPECIFICATIONS. 6. PLUMBING CONTRACTOR TO PROVIDE 4 INSTALL FIBMLA55 PAN AT 50WER BASE. IT 15 A VIOLATION OF THE LAW FOR ANY PERSON,UNLE55 ACTING UNM THE DIRE( OF A LICENSED HAVE THE RiGHT TO EMPLOY HI5 OWN CORRECTIVE MFS 4 BACK CHARGE MERAL B) TRIM BOTTOM TO REQUIRED LINES 4 GRADES TO LEAVE 50LiD BASE TO RECEIVE FIBEROLA55 TO EXTENr'D A MIN.OF 6'ON ANY VERTICAL SURFACE,INCLUDING COMPLETELY OVER ARGHITEGT,TO ALTER AN ITEM IN ANY WAY. IF AN ITEM BEARING THE!SEAL OF AN ARCHITECT 15 r 13. LAMINATED LUMBER SHALL BE AS,SPECIFIED ON STRUCTURAL PLANS. LAMINATED 5. DOOR HARDWARE TO BE Sq.EGTED BY OWNIER „ CONTRACTOR. CONCRE=TE. DOOR SILL,4 TO EXTEND COMPLETELY UP 4 OVM ANY SHOVER SEAT. ALTERED,THE ALTERIi 6 ARCHITECT SHALL AFFIX TO H15 ITEM THE SEAL I THE NOTATION ALTERED BY LUMBER TO BE HELL SPAN MEMBERS TO LOCATIONS INDICATED ON PLANS-NO G) EXCAVATE TO DEPTH REQUIRED FOR ADEQUATE 501L BEARING. FOLLOWED BY HIS 516NATM 4 THE DATE OF SLCH ALTERATION,I A SPECIFIC,DESCRIPTION OF THE SPLICING PERMITTED. LAMINATED LUMBER 15 NOT TO COME INTO CONTACT WITH 6. WINDOWS REFER TO WINDOW 4 DOOR 5GI®ULE FOR SPEGIFIGATIONS. Iq. BY ENTERING INTO CONTRACT ON THE CONSTRUCTION,THE CONTRACTOR ACCEPTS THE D) FOOTING BOT7OM5 ARE TO BE INSPECTED BY BUILDING INSPECTOR PRIOR TO POURING T PROVIDE 4 INSTALL PIPE INSULATION TUBES ON ALL HOT 4 COLD WATER PIPE5. ALTERATION. (A5 PER THE NEW YORK STATE EDUCATION LAW ARTICLE 147-ARCHITECTURE,SECTION 7307) RESPONSIBILITY TO BE KWOWLLl?6EABLE A5 TO THE REI�(UIREt�14T5 OF THE NB^1 YORK STATE OF FOOTINGS, GONGRETE. IN BASEMENT GIRDER LOCATIONS PROVIDE BITUMINOUS MASTIC I�GORES AND OTHER FEDERAL STATE 4 LOCAL ORDINANCES HAVIiG JURISDICTION. PROTECTION ALL AROUND BEAM POCKETS. MULTIPLE N BEAMS TO BE FASTENED 7. DOOR OR ININ�OW WITH GLASS LESS THAN VABOVE FLOOR SHALL HAVE TETIPLRED GLAZING. 8. REFER TO PL.IR4BIN6 RISER DIAGRAM NOTC-5 FOR SPECIAL.RREQUIRLTIENTS. AT ME OF WaHYM THE REQUIREMENTS of THE FORE601tG CODES AND ORDIMANCE5 SHALL SUPPLEMENT`THE DIVISION OS - G+'?I� TOGETHER AS,PER MANUFACTURERS SPECS. ALL GLAZING SHALL COMPLY NTH SECTION 8308 OF THE ROWS0 IP FMIREMENT5 SHOWN ON THE DRMNNG5 4 E-"-ERE IN THE SPECIFICATIONS 4 IN THE EVENT DIVISION 16 -�IVA6 DRAWNGS 4 SPEGIFIGAT8ON5 ARE INS1I�of PROFESSIONAL B AL SERVICE 4 SHALL REMAIN THE OF CONFLICT WITH THE ARCHITECTURAL.SPECIFICATIONS THE REOUIREME?dT5 OF THE CODE OR I. SEE STRUCTURAL PRAWIN55 FOR ADDITIONAL NOTES,IF APPLICABLE. 14. ALL DIMENSIONING FOR WOOD FRAMED WALL5 ARE TO THE ROUGH FRAMING MEMBERS, & ALL EXTERIOR WINDOW5 I DOORS TO MEET A MINIMUM DESIGN RATING, I. SHALL.BE M16NED BY OTHERS. PROPERTY OF THE ARCHITECT.TIME�SHALL NOT BE USED IN WHOLE OR IN PART FOR ANY ORDINANCE 514ALL PREVAIL RE55 THE ARCHITECTURAL 5PEGIFICATION 15 MORE 5mNOENT. UNLESS OTHERWISE NOTED. OTHER PROXLT5 OR PIRP05E5 OR BY ANY OTHER PARTIES OTHER THAN THOSE PROPERLY AUTHORIZED 2. ALL FOOTINGS TO REST ON W15TMW 501L HAVING A MIN.BEARING CAPACITY OF I DIVISION 01 -FIN196 2. REFER TO PLANET FOR RADIAN/HYDRONIG HEATING SYSTEM LOCATIONS. BY CONTRACT WTHOUr TFE SPECIFIC WRITTEN AUTHORIZATION OF BRIAN G.GLASSER ARCHITECT P.G. NON FAMILIARITY WITH THE REQUIREMERT'5 OF GOVERNING GODE5 OR ORDINANCES HILL NOT TON.ALLCONCRETE TO HAVE A MINIMUM GOMPRE551VE STRENGTH OF 3,500 P51. CUSTOM CABINETRY 4 MILLWORK I. AS,PER SECTION R302A.1 WALL AND CEILING FINISHES SHAH.HAVE A FLAME-5PP.EAD IE GAL15E FOR AN'EXTRA." IN THE EVENT OF NONGOMIPI.IANCE,THE CONTRACTOR WILL BE I. CONTRACTOR 15 RE5PON51BLE FOR FIELD MEA5lREMENT 4 VERIFICATION OF ALL CLASSIFICATION OF NOT GREATER THAN 200 AND A 5MOKE-DEVELOPE9 INDEX OF NOTw HELD RESPONSIBLE FOR ALL C05TS OF REMOVAL OF NONCOMPLIANT HORK 4 REPLACEMENT 3. KITCHEN EXHAUST FAN-INSTALL EXHAUST FAN AT RANGE LOCATION TO EXTERIOR WITH GON�L.YIPG WORK, 3. NO FOOTING 15 TO BE PLACED IN 1306,CLAY,OR IN WATER. POURED IN PLACE DIMENSIONS. ANY DISLREPAMGIES OR ADJUSTMENTS,SHOULD BE FIELD VERIFIED GREATER THAN 450. CONCRETE FOOTINGS SHALL BE AT LEAST V-O"BELOW GRADE,UNL.E55 OTHERWISE BEFORE FABRICATION. CONTRACTOR TO DETERMINE WHAT FIELD JOINTS ARE 4. BATHROOM 4 PONDER ROOM EXHAUST FA'S-VENT TO EXTERIOR 20. ANY AND ALL WORKMEN EMPLOYED ON THE PROJECT ARE TO BE EITHER SKILLED CRAFTSMEN NOTED. REQUIRED IN SHOP A55EMMBLED UNITS DUE TO ACCESS LIMITATIONS OF THE BUILT-IN GYPSUM WALL BOARD a W Q m IN THEIR RESPECTIVE TRADES OR WORK UNDER THE T ARE B DIRECT SKILLED CR OF SUCH LOCATION. I. INTERIOR WALLS 4 CEILIN65 SHALL BE MIN. �,TAPED 4 61VEN THRF..E COATS SPACKLE,LET 5. ATTIC FAN-PROVIDE AUTOMATIC THERMOSTATICALLY FANS Q 4. ALL NNW CONCRETE SLABS TO HAVE MIN.OF bxb-IOxIO WELDED WIRE MESH FOR IN POL15fED CONDITION TO BE INSPECTED BEFORE 4 AFTER FIRST COAT OF PAINT. ALL 6W5 SKILLED CRAFTSMEN 50 THAT ALL WORK INSTALLED SHAD.BE TO THE H16HEST STANDARD REINFORCING. 2. CABINETRY CONTRACTOR TO VERIFY WITH OWNIE�R/INTERIOR DESIGNER ON ALL OF THE JOINTS TO BE 5TA60RED. ALL EXP05M JOINTS TO HE TAPED 4 COVERED SMOOTH WITH 6. WATER FILTER-PROVIDE A SEPARATE PRICE TO SIRPI..Y 4 INSTALL A'WHIOLE HOUSE'WATER � P4 � FREE OF DEFECTS DUE TO IP. TYPE5 4 51n OF ALL EMIR-M BEING BUILT INTO CABINETRY. CONTRACTOR TO JOINT COMPOUND. PROVIDE ALL NEGE55ARRY GORIER DADS,STOP5,E06E TRIM,CANN 6,BEADS, FILTRATION SYSTEM. PROVIDE CLIENT WITH 5PECIFIGATIONS. Z �4 4 51MILAR TRIM AT ALL WALLBOARD SURFACES. NEW 4 EXISTING 5URRFACE9 SHALL HAVE O W 5. PROVIDE KEYED CONTROL JOINTS AT BASEMENT FLOOR SLAB AT 20'x20'AREAS PROVIDE ACCESS TO ALL EQUIPMENT. GONTRAGTOR TO COORDINATE WITH OTHER H 21. ALL MATERIALS INSTALLED BY THE CONTRACTOR ARE TO BE SUITABLE FOR THE INTENDED TRADES 1NHEN NECESSARY. DE'RE551ON5 FILLED 5MOOTH,OPENINGS$ HOLES PATCHED FLUSH,5PAGLED KI SANDED 4 7. COMBUSTION AIR FOR FUEL BURNING EQUIPMENT AS PER CHAPTER BOF THE 2020 RGNY5 PH Fn � APPLICATION. OTHERWISE LEFT READY 4 ACGEPTA3L.E FOR PAINTING 4 FINISHING. FEER TO FIN15H PLANS FOR Z � 6. GONGRETE 5LA13 ON 6RADE SHALL BE POURED OVER q8 PERCENT COMPACTED 501L 4 JOB SPECIFIC DETAILS. 8. BOIL R 4 HOT WATER HEATERS AS PER CHAPTER 20 AND 28 OF THE 2020 RCNY5 Z � 6 MIL POLYETHYLENE VAPOR BARRIER(I'-0'MIN.OVERL.AP5). DIV1510N 0"i - t 15 T TI®N 22. IF THE RE ARE ANY MATERIALS GALLED FOR ON THE DRAWiW75 4 SPECIFICATIONS THAT IN THE W C) N JUD6E]3ENT OF THE CONTRACTOR WILL NOT YIELD SATISFACTORY RESULTS IN THE INTENDED I WHERE INDICATED ON THE DRAWiN65 AS MEMBRANE WATERPROOFING AND/OR 2. PROVIDE $ INSTALL DrWARD,DRYKALL BACKER A5 MANUFACTURED BY TRIM-TEX AT q. FUEL I GAS EQUIPMENT AS,PER CHAPTER 24 OF THE 2020 RCNY5. 7. AVOID FREEZING BEFORE INITIAL SCT OF THE CONCRETE. DO NOT PLACE CONCRETE OTHERWISE FOR PROPER WATERPROOFING OF 51MILAR ITEMS PROVIDE A COMPLETE DRYWALL JOINTS. ALL GYPSUM BOARD JOINTS SHALL BE LOCATED IN THE CENTER OF STUDS. L. � `° � APPLICATION,CONTRACTOR SHALL NOTIFY THE ARCHITECT OF SAME PRIOR TO AWARD OF THE � It MIFERATURES L.E55 THAN 40 DEOREE5 F,NOR WEEN FREEZING CONDITIONS ARE WATERPROOFING MEMBRANE AS,REQUIRED PER CODE. �: FW-. 4 U GONSTRUGTION CONTRACT,FOR ARGHITEGTS DECISION. 3. BACKUP 5HOYER TILE WITH GEMEA'f BOARD. H O EXPECTED IN LESS THAN 24 HOURS. 23. ANY CONTRACTOR INSTALLING ANY WORK SHALL EXAMINE THE EXI51IN6 CONDITIONS INCLUDING 2 PROVIDE 4 INSTALL 6 MIL.THICK POLYETHYLENE SHEET WITH 12'MINIMUM LAP,WERE Z a 6. DO NOT PLACE ONE DENSITY RANGE OF CONCRETE A6,AIN5T OTHER WHILE BOTH ARE O WIN65 GALL.FOR NEW CONCRETE SLABS OR SCREED GOATS. 4. PROVIDE GROSS BRACING BETY�N STUDS IN PIPE CHASES. BRACIN6 SHALL BE GUT FROM ' :� ANY NEN WORK ALREADY INSTALLED IN PLACE,PRIOR TO COMMENCING INN5TAL.ATION STILL PLASTIC. DO NOT POUR GOLD JOINTS. COMMS NCDENT OF INSTALLATION SHALL BE CONSTRUED TO MEAN ACCEPTANCE BY SUCH WALLBOARD INTO PIECES NOT SMALLER THAN 12 INCHES WIDE BY CHASE WIDTH,I SHALL BE CONTRACTOR OF THE CONDITION OF THE SUBSTRATE AS,PROPER 4 ADEQUATE FOR THE 3. ICE BARRIER UNDERLAYMEN'T SHALL BE INSTALLED FOR ALL ASPHALT,WOOD,SLATE,4 SCREW ATTACHED AT QUARTER POINT'S IN THE STUD iE16HT WITH%R13,15 V O.G.,MINIMUM THREE INSTALLATION O'THEIR OWN WORK q. LOCATE VERTICAL CONSTRUCTION JOINT5 WHEN REQURED. METAL 5HIN6LE5/SHAKES 4 BELOW ALL MINERAL SURFACED ROLL ROOFING AREAS. (3)5GREY5 PIR BRACE PER STUD Y®. � Q C7 24. IF DURING THE GOUR5E OF CONSTRUCTION,A CONDITION EXISTS WHICH OFFERS FROM THAT AS 10. FIN15H CONCRETE 5URFAGE TO A RELATIVELY UNIFORM PLANE. 4. PROVIDE 4 INSTALL 5LUE5KIN VPiO0 SELF ADHERED WATER RESISTIVE AIR BARRIER 5. APPLY WALLBOAIRD WITH THE REVER5E 51DE AGAINST THE FRAMING MEMBER5 OR WALL,AND MEMBRANE AS,MANUFACTURED BY HENRY AT EXTERIOR WALLS. PROVIDE BL.UE5KIN WITH THE SEPARATE BOARDS IN MODERATE CONTACT.IN NO GASP SHALL BOAR05 BE FORGED AR AI TED ON THE PLANS,THE CONTRACTOR FAIL SHALL STOP - RELATED WORK 4 NOTIFY TLE II. PROVIDE�'PRE-MOLDED FILLER WHERE 5L.AB5 BUTT INTO WALL5. RF200 AT ROOF AREAS AS,REQUIRED. INTO PLACE. AT ALL.INTERIOR I EXTERIOR GORWR5,CONCEAL.THE CUT EDGES OF THE BOARDS ARGHITEGT. SHOULD THE GON'TRA�GTOR FAIL TO FOLLOW THESE PROCEDURES AND GONI'fINUE 8Y OVERLAPPING THEM WITH THE ABUTTING BOARDS. 5TA6F1ER THE BOARDS 50 THAT THE ISSUED: WITH THE WORK,THE CONTRACTOR MALL ASSUME ALL RESPONSIBILITY AND LIABILITY ARISING 12. ALL STEPPED FOOTIN65 SHALL NOT EXCEED 30 DEGREES. 5. PROVIDE 4 INSTALL FORTIFL ASH BUTYL AS,MANUFACTURED BY HENRY AT WINDOW I GOR Y5 OF ANY FOUR(4)BOARDS WILL NOT MEET AT THE SAME POINT. VERTICAL JOINTS Th EFRDM. SHALL NOT OCCUR ON THE 54f STUD ON BOTH SIDES OF A PARTITION. APPLY WALLBOARD IN 2.1.022:ZONING REVIEW DOOR OPENING 4 WALL PENETRATIONS AS,REQUIRED. 9a LENOTIH5 AS,WILL RESULT IN A MINIMUM OF JOINTS. SAND ANY BURRED EDGES OF WALLBOARD SMOOTH BEFORE APPLICATION. GUT DAMAGED EDGES BACK NEATLY TO SOUND BOARD. 2.25.2022: CLIENT REVIEW _ 3.23.2022: CLIENT REVIEW 3.31.2022: CLIENT REVIEW 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW 6.29.2022: CLIENT REVIEW 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW ------- ----------- � 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND PERMIT 12.5.2022: ISS. FOR LAN USE 12.14.2022: ISSUE FOR PERMIT 1.3.023: CLIENT REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT --------------- DF,SIG\ED BY: B.C.G. & S.M. -� --- ----......---------------------- ----------................-..................----- CRIECKED BY: B.C.G. -----------------------------------.....---------- DATE.: 12.3.2021 ---------------------------------------._----- ------- PROJECT No: 21050 .A-oat OF 25 .11 ( ) 2X6 STUDS G r' j (I) 2X6 STUD ON PERPENDiGULAR FIGURE 8602.10.6.2 METHOD FFH - FO TAL F SE lelTH HOLD-DONNS r ,1 , L : 4 `, i WALL FASTENED PER MANUF. �c �;.� ,' tet` , -i RIDGE BOARD REGOMMENDATlONS - - EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) 4'r . -` T ;.5 p 10 N,- II` GONNEGT PERPENDICULAR 2X6 � EXTENT OF HEADER WITH SINGLE PORTAL FRAME (ONE BRACED WALL PANEL) 51MP50N 6520 COIL STRAP � 17, , , FASTEN A5 PER MANUF. -- - (BEYOND) W/ 2-Ibd COMMON NAILS - 2'-IS' FINISHED WIDTH OF OPENING FOR SINGLE OR DOUBLE PORTAL - - III', t_ _ / REQUIREMENTS ` `,\', AT 16" O.G. (FLOOR TO CEILING) ----C, , TENSION STRAP PER 17()` '';:�' ,,; 51MP50N HDU&-5DD2.5 HOLDOWN. - - _ ROOF RAFTER „— _:: �..." —r-------- E ''-------------- !-- - ' \ FASTEN AS PER MANUr . REQ. /'- ----- TABLE R602.lD.6.4 �� �. f ' ''X6 BOTTOM PLATE p t, '/r/ Z_j O f (ON OPPOSITE SIDE ' -- i" SUB-FLOOR ' J Q K z t ; OF SHEATHING) - I , , , i G �__- FA5TEN KING 5TUD WARNING: RIM BOARD 11'.' {,-------,,---- i I -1 i )! `,___`,__°1 I MIN. 3"XII " NET HEADER STEEL HEADER ;<,-- --------- 6d SINKERSEDERWITH 6 [I EANY PLR:()N. t; FOR " THREADED RDD ! . r,--\,S7RAFF1N(5 DETAIL (2) 2x6 TDP PLATE ; 4 � : € I SS ACTING I t'N[)I:Z 1[1 DIE IC I[()\(), ,\ 51MP50N HDUB-5DD2.5 HOEDOWN. i € PROHIBITED IF " SPACER IS USED, PLACE CN I ; ,, „ t iC[.NSI I),�Rc.HI [.i r. rc},�[.![.R:1N -Op AT RIDGE/ HIP SCALE: N.T.S. ' °I G :,I BACK-51DE OF HEADER ; i ° G G G ° 1 ITNM IN ANY WVAY, IF AN ITEM FASTEN AS PER MANUF. REQ. ---_________ ; ------ -------- (3) 2X6 STUDS ~ 1 _. BEARING 1 HIi.SE';�1..OFAN FASTEN SHEATHING TO HEADER WITH 8d COMMON i I I ARCHrrI-Cr IS ALTERED,THF (1) 2Xb STUD ON PERPENDICULAR D,�! j;" „ I I FASTEN TOP PLATE TO ALTERING ARCHrrECi SHA[,€..AFFIX (u.� t 1 i OR GALVANIZED BOX NAILS IN 3 GRID PATTERN F _i ' TO I.[S.'MER ITEM TIME SEAL AND THE WALL FASTENED PER MANUF. X 1 I., ; 1F NEEDED PANEL SPLICE HEADER WITH TWO ' ' i A5 SHOWN NOTATION"ALTERED BY" RECOMMENDATIONS �;% °1°I [ _ 1 EDGE5 SHALL OCCUR OVER RDW5 OF Ibd SINKER -i i i i� i ° 'i ° P(-)LLOV�'LD 131'I11S.H R SIGNATURE STUD BEYOND: „1,; i, HEADER TO JACK-5TUD STRAP PER ; AND BE NAILED TO COMMON NAILS AT 3" O.G. TYP. ROOF RAFTER t . , 0 0I I 0 AND HE DATE Or SUCH CORNER STUD CONNECTED TO I 1 1 TABLE 8602.10.6.4 ON BOTH 51 DE5 OF 1 BLOCKING WITHIN THE MIDDLE I I i ALTERA['ION,AND A SPECIFIC ' • 'DI)l 1'�I'�i ,", t 24,1, /, ,i,,, , TRANSFER SHEAR. PROVIDE (2) ROW5 1 I 1 1 OPENING OFF051TE SIDE OF SHEATHING ; I ; `T OF THE PORTAL-LEG 1 1 I DcscR[[- [0N oI.TIIe AL rERA noN CEILING JOIST _t ~ °1 1 1 1 -; I OF I6d COMMON NAILS AT 3 D.G. ID 2 ; 1 1 ' ; I I i HEIGHT. ONE ROW OF 3 O.C. ; i 1 r� _ °I°1 1,I°1 MIN. DOUBLE 2X4 FRAMING COVERED WITH MIN. 1 I 1 ° LENGTH MIN. 3 PROJECTION I?, / I- ill, , , , NAILING 15 REQUIRED IN EACH C,1_, ` ,c THICK WOOD STRUCTURAL PANEL SHEATHING WITH , , , , (2) 2X6 TOP PLATE �. :\ t,,I;�'// O w =')1 !,)1c)1 „ I I 1 PANEL EDGE ;,,1 I I, / 5IMPSON HDUB-5DD2.5 HOEDOWN. ;I �- I 1 1 I I 8d COMMON OR GAEVANIZED BOX NAILS AT O.G. ; ; ; ; I I F, Ch1 1 I°1 1 1 1 I , FASTEN AS PER MANUF. REQ. 1 X X 1 1 11 1 IN ALL FRAMING (STUDS, BLOCKING, AND SILLS) TYP. 1 1 1 i 5IMP50N H2A HURRICANE TIE A T < < )1.1 ',)I 1 1 1 .,,.,F -� THREADED ROD 11 1 : 1 1 1 1 i 1 I __ ;-__� MIN. 3/& WOOD RAFTER TO WALL STUD. ' i ' i i t °1°1 1'1°I 1 1 I °I° ° p\ [ TYPICAL PORTAL FRAME STRUCTURAL PANEL FASTEN AS PER MANUF. REQURIEMENT5 , ' RIM BOARD @ I; ''\ 4y O I I i MIN. LENGTH OF PANEL PER TABLE 8602.10.5 I I CONSTRUCTION ,-I I SHEATHING CNN COUPLER NUT peg'4 r�; ,I j i i I i I ; i I I (2) 2X6 STUD ,,,;t,; ; ' 1 I 1 MIN. (2) 3500 LB. 5TRAP-TYPE. HOLOWN5 (EMBEDDED I I ; S I MP50N 55TB25 STRONG-TIE ',I`! I.., 1 I-' I I ' ' I i ANCHOR BOLT INTO CONCRETE ,$ NAILED INTO FRAMING) , , 1,a 1IJ I �� MIN. DOUBLE 2x4 P05T (KING °° CONCRETE FOUNDATION WALLI'll '111I AND JACK STUD). NUMBER OF J JACK STUDS TABLES GI T T I .), I R602.7(U s(2) 11� 2 IL J 5E TIION R4D3 kEb WITHTER N2 xpR BOPLATE WASHER PER I : �_pp AT ROOF A55r ,LY TO WALL A5ca°�M3LY 5GAL N.T.S. 6 " " " -pp AT ALL EXTERIOR CORNERS (TYP) SCALE: N.T.S. / I - . ,.,I I - MIN. FOOTING 51ZE UNDER OPENING 15 12"x12". A TURNED '; °� 1 -DOWN 51 AB SHALL BE PERMITTED AT DOOR OPENIN05 , J _ I MIN.IOOO LB HOLD-DOWN - MIN. REINFORCING OF FOUNDATION. ONE #4 BAR DEVICE (EMBEDDED INTO TOP AND BOTTOM OF FOOTING LAP BARS IS" MIN. CONCRETE AND NAILED INTO ,- ,- =' FRAMIN 2Xb STUD - - -- .-. --...-__.-_..._...._._....__._.._..._.. --------------........------..._.... _...-....... .__......._ , ;- ... iy z WOOD BEAM (REFER TO FRAMING PLAN) ; ' 51MP50N G520 COIL STRAP. - . .. . FASTEN AS PER MANUF. REQUIREMENTS cv z `;"` - - (2) 51MP50N AC (MAX) P05T GAP. TO EACH STUD AT EACH FLOOR F k- ` Y,,, ; BEAM - FASTEN AS PER MANUF. REQ. � "�I O N � �T I 0 / 2X6 BOTTOM PLATE ' POST - FASTEN AS PER MANUF. REQ. °.2% "� 1. ; " SUB-FLOOR I „,,, RIM BOARD 6X6 P.T. SOLID WOOD POST11 ;� �,,,; (2) 2X6 TOP PLATE - z t../ I `�T I �/�./t�/ J..• I lam/ V 1 E I - ". -; " y � � . z i �;, .... .., SIMPSON LTP4 AT !6" O.G. - SIMPSON ABU66Z POST BASE. K9 �y,, FASTEN AS PER MANUF. REQUIREMENTS P05T - FASTEN A5 PER MANUF. REQ. I __ � ->: -pp AT GARAGE DOOR oPEN1NG SCALE: N.T.S. f- 2X6 STUD ANCHOR BOLT W/ EPDXY ISS .r, 7"MIN. EMBEDMENT w: DETAIL -- 2x6 ON THE FLAT DOUGLAS FIR MEMBER ' ' K ,3'N\-STRAFFI ' `� UNDER PLYWOOD PANEL FASTEN EACH END \61:-00 AT WALL ASSEMBLY TO WALL ASSEMBLY SCALE: N.T.S. 7 `"� T DETAIL 4 5ASE OF 2xb WITH (6)#8 X 4�, SCREWS EACH ENDA * * r -00 SCALE: N.T.S. - - 7 17' T 7 -I ( #8 X 4�" 5GREW5 10" D.G. AT I i - A Y I I i . ALL PL WOOD EDGES 4 : ;r 2X6 STUD ,VY i a" MINIMUM PLYWOOD PANEL TO NOT ___-.... _._..�- _�jI F ,--,, : � �_ + _� � : EXCEED A 4' X 8' DIMENSION ;;,_I W/ - 2X6 BOTTOM PLATE /� %, 11 i �,,; N x `' 2x6 ON THE FLAT DOUGLAS FIR MEMBER I ' cv —........ ,. .�-" yvI. �— g " PLYWOOD SUB-FLOOR HEADER (REFER TO FRAMING PLAN) - - — - i _ J____ __JUNDER PLYWOOD PANEL FASTEN EACH END OF I : —� %,/ \� " TH 1 K u n HA GAP - - - — Q t # u . . -- . -: — � �, : G STEEL U 5 PED COL 2x6 WITH (6) 5 X 4 5CREWS EACH END �- -ho ,� 4,, RIM BOARD ' :�\ 'A i � ,;, ; I ,� ;, J"P HEX BOLT W/ NUT 4 WA5HER5 (4 qty) - ..... � F 4'-0" ,5 ���,,;,,� 51 MP50N G52O GO I L STRAP. ri . ..............-....... FASTEN A5 PER MANUF. P.T. BLOCKING A5 REQ. S-O I ,, � ��.. I.... ....... REQUIREMENTS TO EACH STUD AND �\ WINDOW #8 X 4 " SCREWS 10" O.G. AT COLUMN CLADDING (REFER TO kk , LAP UNDER (2) 2X6 P.T. SILL PLATE �� h BELOW ALL PLYWOOD EDGES WINDOW :;'' CONSTRUCTION PLANS) BELOW y�, �_ O 51MP50N LTP4 AT 16" O.G. ���, / PRIMED STEEL TUBE COLUMN " MINIMUM PLYWOOD PANEL TO FASTEN AS PER MANUF. REQUIREMENTS o „ �..............._ _..........J - I _ \ . I ...._................. __................. - _ I ::........._L....::::::::::::: :---:-::::: --- ,r---- �f WELDED TO THICK GAP NOT EXCEED A 4 X 8 DIMENSION I BASE. (REFER TO FRAMING PLAN) p o (2) 2X6 P.T. SILL PLATE , : l PATIO SURFACE � IO 2x6 ON THE FLAT DOUGLAS FIR MEMBER f0 POURED CONCRETE SLAB UNDER PLYWOOD PANEL FASTEN EACH END OF TERMITE SHIELD `. 't \ 2x6 WITH (6)#8 X 4�" SCREWS EACH END . 5lMP50N EBPS " BEARING PLATE (MIN. 3"X3") C NON-SHRINK GROUT . ri- ' ' 8" ANCHOR BOLT W/ WASHER $ NUT AT 23" O.G. 'i GRADE 4 7" EMBEDMENT W/ 4" OR 6" PROJECTION. (1) J" DIA. GALVANIZED WEDGE ANCHOR 7 /� -�'` q ri0 ® i 0 T C., I I N DETAIL .... : .. , BOLT 12" FROM ALL CORNERS WITHIN 12" OF BOLTS (4 t ) EPDXIED INTO POURED PLATE SPLICE. (2) BOLT MIN. PER SILL SECTION. CONCRETE W1 7" MIN. EMBEDMENT `` : (OPTION: THDB62800H TITEN HD) POURED CONCRETE FOUNDATION ...-- 1 :;; -00 'OPENING PROTECTION IF APPLICABLE SCALE: 1/2" = I'-O" POURED GONGRETE FOUNDATION WALL 4 T I NO T I L 8 STEEL TUDETAIL L NAI L I NC SCHEDULE Aj=J=ONAE3LE LOADS FOR. ALLONAB E L I V�E LOAD DMEL. GTI DNS -pp AT WALL TO FOUNDATION WALL SCALE: N.T.5. -pp SCALE: N.T.S. gIPTION O'[= MIL21MMMM ER I TYPE OF F,6s SPAGIN6 I LOCATION T GTU L MEMBERS TABLE S GTU L MEMSE TABLE 8301.'5 TABLE 8301.7 ROOF MING i LIVE LQA 9264=L LECTION BLOCKING BETWEEN CEILING J015T5 OR 3-8d COMMON (2�" X 0.151") TOE NAIL EXTERIOR BALCONIES I 60 RAFTERS HAVING SLOPES GREATER THAN 3:12 L/180 ROOF RAFTER /j RAFTER To TOP PLATE DECKS 40 W/ NO FINISH CEILING ATTACHED TO RAFTERS / 6" CEILING JOISTS TO TOP PLATE 3-Sd COMMON (2�" X 0.131") PER J015T, TOE NAIL ' i PASSENGER VEHICLE GARAGES 50 INTERIOR WALLS t PARTITIONS H/I80 CEILING JOIST ND ATTACHED TO �" ,: FACE NAIL �I 3-Ibd COMMON (3 X 0.162 ) ATTIC WITH STORAGE 20 FLOORS PLASTER CEILINGS L/360 DOUBLE TOP PLATE 1 / I i I PARALLEL RAFTER, LAPS OVER - f I "15TROKE -�� PARTITIONS (SEE SECTION 8802.5.2) ORALE I ATTIC WITHOUT ST O A HURRICANE TIE SEE '.-_----._._ _ � 2 � _ I ALL OTHER STRUCTURAL MEMBERS L1240 ----- 2 -- - . ..._...........................__..._...._.......__......................-–..—._.._._....._.......__._... -- _......_._...................._......_......... -.........__........._........................._.._._.__........__........._.._....... DETAIL 2 ON THIS SHEET : _ ` �+'�` �` CEILING JOIST TO PARALLEL RAFTER I6d COMMON (TABLE 8802.5.2) FACE NAIL SLEEPING ROOMS 30 EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 rn : i- 2X6 STUD -_ y (HEEL JOINT) -... -_....._........ __.........._..........._............. - - .......... -."....... _._._....__........ ........ -........ ... ......_... --� CONSTRUCTION TYPE DESIGNATION „ „ ROOMS OTHER THAN SLEEPING ROOMS 40 EXTERIOR WALLS - WIND LOADS L/240 '-' i-__ ' COLLAR TIE TO RAFTER 3-IOd COMMON (3 X 0,148 ) FACE NAIL EA. RAFTER I . .. W/ BRITTLE FINISHES W `` 'I STAIRS ' 40 - - LL MING EXTERIOR WALLS - WIND LOADS L/120 vn REFLECTIVE RED PANTONE GUARDRAILS HANDRAILS 200 Q HEADER ---� STUD TO STUD Ibd COMMON (3 " X D.162") 24" O.G. FACE NAIL W/ FLEXIBLE FINISHES C7 I _.........---...........__..................._.._...._...-- --..-.-...-...-._. ..... - ------------------------ z o .� KING STUD I BUILT-UP HEADER Ibd COMMON (5�" X 0.162") 16" O.C. EACH EDGE FAGS NAIL a sEGTION OI DESIGN CRITERIA z Z F - FLOOR FRAMING, INCLUDINE t, „ „ H W TOP PLATE TO TOP PLATE O G FAGS NAIL I6d COMMON (3 X 0.162 ) ib IRO R5 � BEAMS O.C. SILL � G E "R" - ROOF FRAMING BOTTOM PLATE TO J015T, RIM JOIST, 2-I6d COMMON (5�" X 0.162") 2 EACH 16" O.G. 1.2.1.2 PROTECTION OF IN65 V) z � FOUNDATION TO =' i "_ "FIR" - FLOOR AND ROOF 88 CC � O WALL 5-CRAPPING i'- BAND JOIST, OR BLOCKING (AT BRACED FACE NAIL EXTERIOR GLAZING IN BUILDINGS LOCATED IN WINDBORNE DEBRIS REC�I0N5 SHALL BE PROTECTED FROM WINDBORNE DEBRIS. x I WALL PANEL) GLAZING OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF THE LARGE M1551LE TEST OF A5TM El�f�f6 W W U BOTTOM PLATE 4 A5TM E1886 A5 MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR NINDBORNE DEBRIS SHALL "� "D F-' TOP OR BOTTOM PLATE TO STUD 4-8d COMMON (2 " X 0.131") E�D NAIL MEET THE REQUIREMENT5 OF AN APPROVED IMPACT-RE5ISTING STANDARD OR ANSI/ DA5MA 115.E NAIL W� Q � U 2-I6d COMMON (5�" X 0.162") W 4 _ TRU55 IDENTIFICATION SIGN IN COMPLIANCE WITH 11 NYGRR 1265 ..............................__.....--------------...----...-..---------------._....................__......---....----....-- --------------- -- .­--..._....._...........---........._._...................__..............__.._....._............- ........................--.-..._...------------------------------------------ E--' NOTE: TDP PLATES, LAPS AT CORNERS 2-I6d COMMON (3 " X O.Ib2") FACE NAIL EXCEPTION: WOOD 5TRUGTURAL PANELS WITH A THICKNESS OF NOT LESS THAN a INCHES (II mm) 4 A SPAN OF NOT MORE THAN 8 . U * ALL 5TRAPPING TO BE INSTALLED APPLICANT SHALL PROVIDE ENGINEERED WOOD PLACARD IN INTERSECTIONS FEET (2438 mm) SHALL BE PERMITTED FOR OPENING PROTECTION. PANELS SHALL BE PRECUT 4 ATTACHED To THE FRAMING (� V PRIOR TO SHEATHING. '- _ ACCORDANCE WITH TITLE Iq NYGRR PART 1265 AFFIXED ON OR 5URROUNDING THE OPENING CONTAINING THE PRODUCT WITH THE THE GLAZED OPENING. PANELS SHALL BE PREDRILLED AS z C7 * ALL 5TRAPPING TO BE 51MP50N EQ - ADJACENT TO ANY ELECTRIC, METER BOX ATTACHED TO THE FLOOR FRAMING REQUIRED FOR THE ANCHORAGE HARDWARE PROVIDED. ATTAGHMENT5 SHALL BE DESIGNED TO RE515T THE COMPONENT 4 ~' z 0520 (COILED STRAP) EXTERIOR OF THE STRUCTURE FOR FIELD INSPECTION CLADDING LOADS DETERMINED IN ACCORDANCE WITH EITHER TABLE 8301.2(2) OR A50E -1, WITH THE PERMANENT 1 * INSTALL 5TRAPPING PER MANUF. REQ. J015T TO 51LL, TOP PLATE OR GIRDER 3-5d COMMON (2�" X 0.131") TOE NAIL CORROSION-RE515TANT ATTACHMENT HARDIWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE BUILDING. � � ..._._................_._........ ......................................_..........................................................--..........._.-_.............................._....---.................................................... .. ....I........_... ..............................._......---..---- I N ACCORDANCE WITH TABLE O 2 RIM JOIST, BAND JOIST OR BLOGKI NG 8d COMMON (2�" X 0.151") b O.G. TOE NAIL ATTACHMENTR3 i. .1.2 15 PERMITTED FOR BU I LD I NG5 W I TH A MEAN ROOF HEIGHT OF 45 FEET �` z ( ('�''') '�'") ^� I /��I TO SILL OR TOP PLATE (ROOF (13,'128 mm) OR LE55 WHERE THE ULTIMATE DESIGN WIND SPEED, Vi1t 15 180 MPH (2Q0 KPH) OR LESS.r5-,� HEADER/ 57UL/ T I —L' 0Y `�I � rj-, N� 7RUSS 1DEN71F1CoA710N SIO{ `I, APPLICATIONS ALSO) -pp AT WINDOW 4 DOOR LOCATIONS SCALE: N.T.5. -p0 SCALE: N.T.S. BAND OR RIM J015T TO J015T 3-I6d COMMON (5�" X 0.162") END NAIL TABLE 8501.2.1.2 PAGE 2q RGNYS ISSUED: LEDGER STRIP SUPPORTING JOISTS OR 3-I6d COMMON (5�" X 0.162") AT EACH J015T OR WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR P400D STRUGTU PANELS Q,bA,d 2.1.2022:ZONING REVIEW RAFTER RAFTER, FACE NAIL ._---- BRIDGING OR BLOCKING To J015T 2-8d COMMON (2�" X 0.131") EACH END, TOE NAIL E65 SPACING (INC ) 2.25.2022: CLIENT REVIEW FAS-p�ER TYPE 3.23.2022: CLIENT REVIEW RQ01� SHEATHING PANEL SPAN <_ 4 4 FEET < PANEL 6 FEET < PANEL 3.31.2022: CLIENT REVIEW FEET SPAN < b FEET SPAN < 8 FEET �" PLYWOOD 8d COMMON (2�" X 0.151") 6" O.G. (EDGES) 4 - - (SEE NOTE f FOR TABLE 8602.3(1) NAIL (ROOF) 12" O.G. INTERMEDIATE 4.5.2022: CLIENT REVIEW FASTENING SCHEDULE) SUPPORTS) No. 8 W00D-SCREW-BASED ANCHOR WITH 2-INCH EMBEDMENT 16 Io 8 4.27.2022: CLIENT REVIEW LENGTH _ CEILING c.71..1EA-1-HING — 5.31.2022_CLIENT REVIEW No. 10 WOOD-SCREW-BASED ANCHOR WITH 2-INCH EMBEDMENT 16 12 a 6.16.2022: CLIENT REVIEW GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD LENGTH - -- - 6.29.2022: CLIENT REVIEW KALL SHEATHING 4-INCH LAG-SCREW-BASED ANCHOR WITH 2-INCH EMBEDMENT 16 I6 16 9.20.2022: CLIENT REVIEW LENGTH �" PLYWOOD 8d COMMON (2�" X 0.131") 6" O.G. (EDGES) s ------ 9.28.2022: CLIENT REVIEW NAIL (ROOF) 12" O.G. INTERMEDIATE FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.8 mm, I POUND = 4.448 N, I MILE PER HOUR = 0.44-7 m/s 10.5.2022:CLIENT REVIEW SUPPORTS) a. THIS TABLE 15 BASED ON 180 MPH ULTIMATE DESIGN WIND SPEED5, V,It, s A 45 FOOT MEAN ROOF HEIGHT. 10.25.2022: ISS. FOR H.E.R.S. — FLOOR SHEATH I NG -------------- --------------- b. FASTENERS SHALL BE INSTALLED AT OFF051NO ENDS OF THE WOOD 5TRUGTURAL PANEL. FASTENERS SHALL BE LOCATED NOT 12.2.2022: ISS. FOR BOARD R" - �" PLYWOOD Sd COMMON (2�" X 0.131") 6" O.G. (EDGES) s LE55 THAN I INCH FROM THE EDGE OF THE PANEL 12" O.G. INTERMEDIATE OF TRUSTEES WETLAND SUPPORTS) C. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING WITH AN EMBEDMENT LENGTH OF NOT LE55 THAN 2 INCHES PERMIT _...........__.............._........._....................................._._............_.........----------------------------------.......------------------------------------------------------------------------------------------.........--------------..._....----------------------------------------------------------------------------......------------------------------.._....---------.-.......-------------- - ------- ------- - ------- A" - I" PLYWOOD 8d COMMON (2�" X 0.131") 6" O.G. (EDGES) s INTO THE BUILDING FRAME. FASTENERS SHALL BE LOCATED NOT LE55 THAN 2� INCHES FROM THE EDGE OF CONCRETE BLOCK OR 12.5.2022: ISS. FOR LAN USE ---------....- - --- -- 12" O.G. INTERMEDIATE CONCRETE. 12.14.2022: ISSUE FOR PERMIT 5UPPORT5) d, PANELS ATTACHED TO MASONRY OR MASONRY/ 5TUGCO SHALL BE ATTACHED U51NO VIBRATION-RE515TANT ANCHOR5 HAVING AN " ULTIMATE WITHDRAWAL CAPACITY OF NOT LESS THAN 1,500 POUNDS. 1.3.2023: CLIENT REVIEW I� - I PLYWOOD IOd COMMON (3 X 0.148 ) 6 O.G. (EDGES) 12" O.G. INTERMEDIATE 1.24.2023: ISS. FOR SUPPORTS) WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT CLIMATIC 4 GEOG PHIGAL DESIGN CRITERIA ------- - --- WIND DESIGN SUBJECT TO DAMAGE BY ICE SHIELD R N !,_.............._...._......_.._........._...........................- .........................................-----------------.-....._.......I.--__.........._.....-..............._..........................< G DU D SNOW � SEISMIC DESIGN _ - -......._.................. ............. ...__..._... - - ........_....___ ......_...._......-..... .._......... __......_-..........._..........._.............-- WINTER DESIGN � FLOOD AIR FREEZING MEAN ANNUAL ._ LOAD WIND SPEED TOPOGRAPHIC SPECIAL WIND WINDBOURNE CATEGORY FROST LINE UNDERLAYMENT WEATHERING TERMITE TEMP. REQUIRED HAZARDS INDEX TEMP. EFFECTS REGION DEBRIS ZONE DEPT I - - MPH H ( ) _....................._..................... ................- _.... ---..._......_......._......._............ - — --- ---......._...........-- -— ._._...._.................................i....._............ _.................._._.......... ---....._......__.. I I 20 PDF 130 - - - B SEVERE 3'-0" MODERATE To 15° YES - 1500 OR LESS — -- HEAVY MANUAL J DESIGN CRITERIA ELEVATION LATITUDE WINTER HEATING SUMMER COOLING ALTITUDE CORRECTION INDOOR DESIGN DESIGN TEMPERATURE HEATING TEMPERATURE ---- ----- - -- -- ------------------- i FACTOR TEMPERATURE COOLING DIFFERENCE -................................................�..........................................................................................i...........................................................................................................................................�-----------------------------�...�...-------------------------------­­-------------­­...............................�-­-----------�.............................-.........- -...... ..........____-----------____....� -- -----------------------------------------------------�.....�-------------------�................................................�----------------------------------�------------------------------------------------------------------------...........................-----J.........*----------- ---------------------�........�....................................---------------------------------­-I....................................................................................................................�....�.............. ............................................._.................................. -----------....--------------------------------------------------------._....._.-......."......._......--.....--------.....-...------------------......................................_.............................................-................... . ..... ................. ... ...._.........................................._................................_............._.............--.............._............_................................_.......I...... ....._..... ................................................................................_............". ......... ..............I........................ ....................._..............----...........----...----------............_.....-.1-.._.................. ..... ......................._.............-........-...........-.......................... COOLING TEMPERATURE WIND VELOCITY HEATING WIND VELOCITY COOLING COINCIDENT NET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY - - .........................._DIFFERENCE ....................................................t ...................................................................................__.._......-_........_. I. LOCAL JURI5D 1 GTI ON SHALL FILL IN A5 REQU I RED -------_-_-..------_----------------------_------- 2. WIND EXPOSURE CATEGORY "D'" DESIGNLD B)': B.0.G. & S.M. -... . . ................_...... .-..------... --------------... --.-.__.... C1IECI.I D BY: B.C.G. ------------__.."_--...------------r--------------r------------------------------- 12.3.2021 1 PRO.IECT No: ---- 21050 —03 OF 25 ,__ t, Ga ,.�._ `� `J f �/T TABLE N1102.4.1.1 AIR BARRIER AND .11 -� �,^,)-_A i a:1 ` �,; A , INSULATION INSTALLATION 1 _ i :��r �. . _ \\ /I I I � ..: 0� Cflt�"€I'CC fiIE1RIT AIR BARRIER CRITERIA INSULATION INSTALLA71ON CRITERIA __ ` 1-11 0_ A cortlrluc.l_ls s;ir �,�:mer s.nal' be irs-ta"ed in the --- r- P�r\�� I i_;Illi ip en,,.,-0.o,_._,=, r era.l re uirerrlerts Ttre = .te�ic,r t�ierrr;a er. !c::-:e c n',air cc£i�i'ic.^�!s A ,-Tefri-ahle irsl.}fatiora st�,gi. licit I-) IF:er :_a s a GEMENT BACKER BO RD ,�`e� r-, �� s `= � EXTERIOR INSULATED WALL ! �'�._ _-- T W. '' GDNTINUOUS BEAD OF SEALANT WARNING: INC►: (:: A A 5 A (5 D A 5 :=1r uarr-er. Li;.' y`!'! rr FIS A VIOLA rrUN r)r "rHE: t r1b1- (OR E`-a ,s o, I'�Ifat_ ri ,re _: r_)1-7l r -'�.�II b� --,e aI-c. GONTINUCU5 BEAD OF SEALAN 1 PLYWOOD/OSB SHEATHING aNv#�}:RSON. INr,r..ss fu rrN(, £ T:je�:.ir ^=rrer Ir a`i'l; c rcj_-- i.='.,1, ce" :'ialz::3t`it 5` _all be CONTINUOUS INUOUS BEAD OF ADHESIVE } 1 PORCH RAFTER "} I [i'Lv51 ✓ CONTI NUQUS BEAD OF SEALANT - tlilleF, :a�itli i.lir i;€st I:tf�€l Hre, arl _xas i'I tl, sir ,a : _ 1111.---------------------- 11 rrr n'# rig,ar:Y�a':ay. I} a rrr.1't `�': auBF'ARIN(;THE SrAI,Or AN r y - 1 �..� . _TUB NE : k BURR irtsl iat in _<ti r°dreNpe ce:Ing SGTf s i,a'I / ATTiG INSU ATiON ------ :1R I._ r . Ceili��w:at`ic ba,ri_tr s iali be sealed. �_-----__......_._. ...._._....._.._...__.._...._.-1111__-........._.. 2x LEDGER ON TOP Q �- I, ;, c H }F�. T r5 nL.T r:,R.,E�, rHr= b a ''T r 'r Ill the a-; barrier. ___ -- .__._.... -- - - - 't , BEYOND !;,;! ,- ;- ----FLOOR ASSEMBLY - - aL rr:RrN(, ARCH#T r:c r sw1l,L,AFFIX Access openings. drop drt,vn stairs or knee wall doors OF WEATHER / WODD FRAMING 1 I,/- ''. " TO r#iS%}#rR ITEM'T};r SEAL AND TE#F -"== ; ,; J - - TUB UNIT CONTINUOUS BEAD OF t t icr�r a#.cared a�,r 3 - %, r == = ----- - , 1 < :- '\ �p�,ce� i ..Il be se�tle.. _; I _ BARRIER AND - - P :I SHEATH INTERIOR OFA 'TTG . `;' ! I',;,,� %- �' NOTATION".ALTERED BY" '<. x\ -- ---:::::1::11:::1:_:_:::::---------1111. .:: FLOOR ASSEMBLY !! =�1 - - !' i"', lA` I .r- /� rOLL01L'LD BY E#lS,E#LR SIGNATURE = S T t��'vrtl 5 ''fyJitl iI r ie r+ ::;r_r5 r� p:1.� SHEATHING ;: i,,1, �',` ACCESS TO +) OF I__< - - 'r,_-x,=�_ - ___ �------------ — --,--------- —..-.-------.........----------------------------------------------—------------------------------------�---------------------------------------------------------�-----_ ...�.. ...........__--------........--..-.......-..-.-------------------................. 511-611 -------------------­-----­-----�...�..............................�-- ------- ­­---------------------------------------------.......----------..-.-.------.-.--.....-------.--------------��..�-------------------------------_­­­____.......................................-------------------�----------------------------------------------------------.----.-...........____________,__T I't-11i" -6-5�" OEVONIEP BY OTHER) � � ­ �­ � � ­ � �­­..... .­....­­ ­ - - - - � � ­ ­. .. ­. � � � .......­ ­ ­� � ­ ­...�...�. . .­­ ­­­­ . . ­ � I . � - ­­­­ � . ­­­­­ ... . ....­ ­­ ­­_ ­­ ­ ­­­­­. � � . ­­ ), NAIii-L TYPE LEOEND .v,,1��D ,41 P ' : : — '��, / i t : . __ __ — - ,_�, " i t 12, 50'-O" OE-516NEC) BY OTHER) 14'-O�` (DE516NED BY OTHER) -O" (DE5 BY OTHER? 1:2111 C, (11 jl/ ; : 1211 1 11 11 /x _/ _/ ----------------------- ------------------------- ___ -__ - __ - ______ _____ ---- ----------------- -------�- - --------- -------------�-------­ ............­........­ ......� ­_� _........................­­­­­_.­­ �------­­--------------------­­..............................................�-----------__---�---�.....................­....­-- ------ ­­­...�...�I........­­.... ­� ­.......�..........­­............ - ,� `v_______- ------------------------ ---------- --------------- - __ -- - __ ______ __ - . ........... ­­­ POURED CONCRETE FOUNDATION .. ., i i i - -, ­......­.. ,,5" 6' i i ; : : �, - � '__ _).11 .. _:3 LAI& ,. , --I,,,--, s;". 'n i t )�, WALL WITH 50"XI:2" FOOTING , �� I � <,\\, 0 . I I/ — - — -_1 j " ^ � ,�, , 4`F,_ � I ,, i i I " I� I - I � : i i E CONNECTION (METAL OR STEEL AS �if '. -,',� J,- t : i : i - I I 0 : : i i i I "' , -1. '11, I i t a i i * I �� ­ il�fir I ­ I'll i : i t ! ! REQ. � t i : -500 � : i i ! i � : : -500 t � : : �, - _ i, : : t i : T.O. FND WALL t : : i I I - - t ,,, �-_ i : T - - �_ � \_ - i POST ABOVE - - _/ _� 11/�� 1*11-, i i h ! : t i ! : ! ! . : . EL: -16-10" : : >� ! i i : ! 1>1 i : ! : I )- - 0, HOLDr,-)ONN -41 � I ____ : i : ! � �__ " 14 - t --t--- ------_----_--------------------------------�------------------------------- __ � ; : : : � __�- ---�_-0- t : I � I : � ; � i ,�- N ,_� i i,4! i ; $ ; : = : r_`\ SMOKE DETECTOR INSTALLED PER, I - _7 -11 ----------- -____- -_­------------------------------- ----------- _`�_ . i : i : : : i "� - __-1-------------------------- - ______ __------- -------__-____ ­­ : ; ; i ' i ____ - --- ------- t.......� t ---------I ------_ ....�,� U SECTION R.51-4 OF 2020 RONY5 it � i i : : I - - ------- --- __ ----- - 0 : : : t" : : : i j I . ! : I I I : x ,-,_�- CARBON MONOXIME` 4 SMOKE uj : i . ! t PLANTER t ki) WARNING: .�_) COMBINATION DETECTOR INSTALLED _Ck ! I t i I I I ; I : . I = 13 i � : : i : ! FLAI'-� STRUCTURE DIESICkED 5`1' OTHER : : : i : : : ; � tu : I FIS A VIOLA 1100 OF THf'LA\k FOR 0 : t I I � : i i PER SECTION 8315 OF 2020 RON"I`5 '. i� : t t T.O. FND HALL t i : ,g 0: : : I I : ANY I'TRSON. ( NLFSS ACTING : - I ;I- � I I (UNEXSAVATIED) ; ; EL: -15'-4" = '>--� t� ! : I I y m ND! R I fit DIRIVI IO\ ()! ,\ : I I( 1.N s I I) ,% 7;I 1,('I. I 0 ,�\i,I I R A N _�----�--------------------------4------_---------------------------------------------------- ... . ___-------- i : : t 1 ! t ———— _ i : ;t t —� —J_.4 ........ "M I N A N Y W AY�I F AN ITE N,1 ; : ---------\ i ITT t : I I 6: QCNMAL NOM BEARIN(iTFIF SEAL O[' 4\ j ..: i I ———-1 r r——————--i ------­-*-----------------------------I—-*---------------------------.--,\ ARCHITECTIS A IT ERED.THF : I. ALL FOUNDATION WALLS VARY IN HEIGHT (REFER ' ! : RING ARCH I TECTSHALI AFFIX i i A L'I", i ! I I I I : i : TO AND 12" THICK GONG, ' i ! I : TO fit I ! : : S./HF,R ITEM THF SEAL AND THE ! : ! i I I I I : (4,000 P51) KEYED TO 50"XI2" POURED CONC. NOTATION"ALTFRED BY" : : t : i i I I ; i FOLLOWED BY[IIS/HLR S16NATURE I i I I I I i t t : FOOTINGS (4,000 P51) UNLESS NOTED OTHERWISE.i i I I : ANDTHE DATE OF SUCI I I I I I 1k:: REFER TO DETAIL I ON A-011 FOR MORE INFO. W: i • ALTERAI ION,AND A SPL-CIFIC i t I I i ALL CONCRETE EXPOSED TOV4EATHER SHALL BE -ION -ION : i I I I I iE i DESCRIPI OFTHE ALTERM I i I 0: AIR.-ENTRAINED : : ! : 1 i I I I SPA : : i ! I �31 ! : I i : I I I I SPA : i :2. MINIMUM SPECIFIED COMPRE551VESTRENOTH OF _rz t : I : : � i i : lu! : I I I STRUCTURE 0 i 4,000 P51 STRENGTH AT 28 DAYS iE 1 i I I 0: : I t i ! i 0 1 1 DIE51C-NE17� BY : i i i : ; I I & 5. INSTALL 5/5" DIA. ANCHOR BOLTS, 25" O.C. : t i�! i I I OTI_�11_ : : : 10: : i t FOOL I I i UNLE55 NOTED OTHE'RV415E MIN. -V EMBEDMENT : I I 61�F_�AVATEP) I I : 0: I I I bt Y i FOOL STRUCTURE DESIGNED BY O­I1-L9;Z I I I i AND MIN. 6" PROJECTION BOLTS SHALL BE t i LI)1 1 1 (UNEXCAVATED) I I I I I i4 i LOCATED IN THE MIDDLE THIRD OF THE WIDTH OF i : 0 i : i : tu i I I I I I ; ; THE PLATE. SEE DETAIL #4 SHEET A-005 : I ! ; I I I I I : . : = I ! : ; I I . I : : ly I ! I I I I : 4. ALL FOOTING BEARING 501L SHALL HAVE A MIN : i ! i I L-------J ._.......I ! BEARING PRESSURE I TON (:2,0001b) PER 5GUARE -: t -----------------_ ---------------------------------- 1 1 1 1 _..-.....----...-----`N =___`� i I I I _­---------------`N F007 (P5F). NOTIFY THE ARCHITECT IF THE 501L i 7 -----i I------------- --- ------- --- - t I i i SEARING CAPACITY 15 LESS THAN REQUIRED : i I I I ! i ! : : I I I : : PRIOR TO FOUNDATION / FOOTING INSTALLATION, : . I . I I . ; I I . I FIRST _-LOOF - I I 1 5. r, ,S I f , DECK ML,15T BE INSTALLED PRIOR I I i : ! ; : TO BACKFILLING. � ; I I I ; i I i i t I I : i ! i I I I I ! i ! :r : t I I ; 6. NO LVL, POWER BEAM OR V400D "I" ,J015T : i i : i I I I I I : : i I I : MATERIAL 15 TO COME IN CONTACT WITH \____ __________ ------------------------------.---------------------------.-.------ ____ ; - i -1 t "i i i CONCRETE. PROVIDE 16 OZ. COPPER FLASHING I I I : i i : _\1--------- ----------------i---------------- ___ ____ ____ --------- __ __ I--- r---- : ; OR A B17UMINOUS MEMBRANE AT CONTACT : i i : I I : : ; : ! ; LOCATIONS r1111i I : I I : "­ ; : : I I : i : I I I : �_I , i t t -7. SOLID BLOCKING UNDER ALL POSTS AND ; I FA710 SLA5 I 1 0; : t � i ��: i I I : i t � : : BEARING WALLS DURING CONSTRUCTION AND V", 11 : ! RL77ER TO NOTE I I . t : i I : t �11 i ! t : � I I PRIOR TO FRAMING AND LOADING OF UPPER ,/ : I FOR MORE INF-0 I I n: ; : : 11 ..... 1 !�i LEVELS. : -11. I I T.O. A= : : AE, : 0 01b NWEXCAVA7=�)) I I 0 t ��: �Z­ �,'_/, w %': I . � I I r-L- -15'-O" "n i : . , I I u t . .. "' e-i i I " � "I i� i 9�. INSTALL FLOOR ,J015TS AS PER MANUFACTURER'5 0_,i: """ I I" '1__` - x I I _0k i : , ,/ "" I I : 11... : ,; : - I I = : SPECIFICATIONS. REFER TO THE LAST SHEET : , : r i 11 I I i " :",_/, - , 9 � I I 1: FOP, INSTALLATION DETAILS. � "I - : - =� - r", ,,-1 : ,�,� : : . - - - ; �', ! I I -i : 2 I I i : ,,�,o� 7 , : : - i .:" - i : I . i I I I cl. PROVIDE LVL RIM BOARD AT PERIMETER, : I : : : i-1. . �O : I I : 1--i ,_1 _� i : I I . tl�� � � = 7, " I pll� IT ; -4I i : 1211 ;-rt� ;.- -1 �-_ 12111 41-011 . ,12" V-411 12" 51-2911 51-:2j" 12i" IcII-10111 - All cl,-6? , I :tt,�-­' -_ -- IV, -1 L, 1k k v v I ie 10. DOUBLE UP FLOOR J015T BELOW WALLS : - .- 1i - 1 I - :,- L! ; : PARALLEL TO FLOOR 5'(5TEM : I ! i I i . : : ; I I I i ri 1 : I : I ��: 1-11 : �(- a.4I : -A-011) - iT.O. FND KALL . T.O. FND LEDOE 4.11 - 11. FASTENINO FOR ALL STRUCTURAL LVL MEMBERS _<� 11- i ;EL. -1*7'-O" i 1-11 _ _ EL: -15'-, . i // ! i// ARE 70 BE AS PER MANUFACTURER'SI- -r - - : . : 7 I I t _j I /* i ,��/ I I 'll :,�� : .;1�: : : SPECIFICATIONS.____j : �: I I ': i ": I::1 i : ,I I I I: ," i � 1"1-I'l11 - - ------------------ . IL----------------------- � ;:1 ::: I I I -- — - i- --------\- 12. FIRE BLOCK ALL CONCEALED 5PACE5, 7YPICAL,� I'll, I .1 . I /: : Z ' 1, � I /I IIIIIIIIIIIIIIIII��1,111;11,LZI2"1 I / X /, :T.O. FOOTINO . I I AlkI I I L�L�_ ,' /�/ X/� : I - b�... .. , '­ ­*" / I / K / _11E*L: -26'-a" .. I -� FLAN-fUR O/ I ": 15. PROVIDE 5TUCCO FINISH ON ALL EXPOSED I : FOUNDATION k4ALL5.. ,�.... .. I ........ ........ I....... ...I... ....; / I % / \_T.O. FOOTIN& � F - : x 1 PLANTER 1 /� _ _J I E: - - - -i — — — — — — — — � I . I I I D ..� t ;/ L__�_ __j * — —__LN . - 0W_V,A\1ATE!'>) . i: /: I /� I //11 ,EL: -25'-5" ..... .. .. .. .. ..... ....... ..1. ....... . __ ' //// L-------j _ ----- I I I 7 9: 14. ALL LEADERS SHALL BE CONNECTED TO I /,///",P/ tI I , "", �/ �,,I ,,�, /. / '. , 1.1/,/ I//- / . IIN5% /,:211 : . 111111,�11111,111111111111111111�l,lllz4L.,;�l�� ,/�/ ,/�� _/- �1zu�zl11111_,LL���,11 /�Z,�//�/ ,�- �� �_ APPROVED DRYNELL ME51ONF-D BY OTHERS 101 .,� ...... : . //It///," 1--, ;; . ",/00-1' 1/1,I : ./Iw: : . +_ : 1, /;12" d � i : 5TL COL ABOVE--­ 5TL COL ABOVE : 1�,,: - - � -/;6, Ii � , ,� / /�.: 1 15. FOUNDATION kqALL5 TO BE HELD b" MIN. ABOVE �- - - - - - - - - _�,_ - - _ _ _ _ _ _ _ _ _- .........T ........... ��......................................... 11 ' ,I I: / I 1�: ;! �: : I l : t; i I F T.O. FOOTINO bj ORADE. \ 0. i , .................. �..........­1.... .......... �........i ....-1---=.�, ........�...:......I................I——.... i. E III: �/ I ezI .1 �V........... T : ! L- -26-5" ,iI 4 : ` ,,i : / I....... ....... ...PN.....__.... ....­ ­­... .......I; t I I � *///, ''I; ; ;; ;- -;: --.$.4....... "I" ',. 11 . �1 `: :; ... . . / l/i IR I ...................I t /. I I ­-1: . / "-- I i I.......... ......... I 11///�`/,/ �,3'",;�/////;T.O. FOOTINO- / 11 ",PATIO SLAE3 NOTE: I" , 1 II EL: -26-5`,I ..........;..........I..............�....... ........... I I STIEP DOAN (ONIE RISER AS PER CODE DIMEN51ON I -1 /:; Vi // I - it /, T.O. SLAB REOUIREMENTS) TO FIN15H PATI05URFACE I� � ...­.....4....*....... *.......it // PA710 SLAB '.F: t I .-= ; x 11 EL: -II'-e>" �: , Ii MATERIAL OVER 5" POURED CONCRETE SLAB NITH I1N__ I* / RET�EROI -/ � -1- ; II &X& -OXI-O NNM OVER CLEAN COMPACTED SOIL _=1N t i I �/ Ll; UP IIR i : ?/ , FOR MORE INOI (51-OPE AT 114" PER FOOT AKAY FROM HOu5r=) : :I 1� �: a " MAX R15E // NW-XZAVATED)b : STEPPED FOOTINO DOINN To I;/�; I�i 1 12" TREAD � /x )I II; 1MAINTAIN V-O" MIN. BELOPq PATIO FOUNDATION KALL NOTE: � __I �t Ii t: T.O. FND k*4ALL ��: : 5RADE (STEPPED 2:1 MAX)� PATIOSLAB : POURED CONCRETE FOUNDATION 114ALLS (REFER TO it FOUNDATION PLAN FOR DIMEN51ON5) SHALL BE STEPPED FOOTINO DOk4N TO EL: -12'-5": ,i �4; I IREFER TONOTE . 2 r1A 6, ��; I��I � MAINTAIN 5'-O" MIN. BELON x I : T.O. FND LED&E <117YED TO A 50"XI2" (MINIMUM) POURED r,ONr,f;?,E-MitFOR M� INFO : -151 A-011 II!!f : ORAVE (STEPPED 2:1 MAX) STL COL ABOVE EL- -oil5TL OOL ABOVP 5TL COL ABOVE FOOTIN& REINFORCED NITH (5) CONTINUOUS #6 (UW_Xr,AVATM;)) I 1 -I -....... . TM" d IIt, T.O. OOTIN5 t;I ;I " EL: -22'-&'t,I: 12,10 51-011it - ML AND 5TEL COLUMN NOTE5: v �f - _ _ _ _ — — _ _ _ _ _ _ — -11 -:; 14 ;N: ! -1 T�FO�(�TINO� m IN I Ii: .1 5< ! " :4- ; = : 7 41-411 ;DR,II = I -- �OOT NO FT-o.I ritp : EL: -25'-&' EL: -22'-e>" -, AALL 5TRUCTURAL STEEL TO A5TM A-56 I -I-- -___" , J (fy-56ksl) AND SHALL BE SHOP PRIMED. TI 1 1 1 1 10]�p ��- 1PROVIDE 51e>" TH< x 12" x 12" 5A5E PLATES AT - .i I 111 0 ,5� REFER TO E&RES5 .1 0 .///........113 P4IN7,>OP4 I^ELL I I Q, ALL STEEL COLUMNS I q) lu: ::3 0 DETAIL 4 ON A- I PROVIDE STEEL PLATE 515" THK. x 10" LONO x I; IBASEMENT 5LAB Oil I ill-,. -, / - aI ; tg) V - -1 kn V I I ,;t ; A= n uj . \ /111h —I i h 1 5" POURED CONCRETE SLAB NITH . FOP, MORE INFO : ___1 (NIDTH OF BEAM FLANOE) I 1I� �R i I lu 0I! T.O. SLAB 1 Iif) � &x&-I.0xI.O mm OVER w 1 1 \ V / 43 : 0! :; DN � 0- - F;L: -22'-4" r � PROVIDE (4) 5/4" DIA. (A525 To BOLTS) TO i 6 MIL VAPOR RETARDER NITH � (3 DRAIN TO APPROVED 1 � I 11 I I () Qj () OICONNECT COLUMNS TO BEAMS. ;11 : iitF- , 5" " -1- i ,1 DF;Z'Y`NELL (Dr-SIONIED ' zj \ /I t-- ------- ........ � )-- 1/2" PERIMETER EXPANSION ,JOINT p � �- "I i ; 0 PROVIDE (4) 5/a" DIA. EXPANSION BOLTS INTO I I I i !,, < kn < M _L I i 511( OTHER) I I: . . II = 1 1; � I \,, I FOOTIN05 AT COLUMN BASE PLATIE OVER MIN. � / 5) i FIRE FROTECTION OF FLOOR5 (I < i ;I I i k) 6 k) 6 1 .1 :: \ ,i�,;:i - REFER TO : I / 1 i ! OF 514" TH< OF NON-5HRIN< OROUT AND SHIMS I . i v 6 : ,PROVIDE (1) LAI(ER.5 MIN. 1/2" OYP ---, O : iI. , .I : 1 !I ! - z v 6 1 , 11 \ ! ! AS REGUIRIED. (Typ.) � , m CONCRETE LINTEL / I� t = " NOOD ; / \i$ I I TBOARD MEMBRANE, 51e, : \ .5 �_ CMU BLOCK V4ALL FILL < ,D < = DETAIL 5 ON A Ol I ! - I 1 1 0 ALL I^ELD5 To BE E-70XX AND MEET A.1.5.0. 11 I t . k v - ! 1\ ilI f__ tL - STRJ)CTURAL PANELS, OR Ea. ON THE . LL ! I II? 1 111I I � - CELLS SOLID K/ CONC. 0 FOR MORE INFO. !--- // I \ I 5PEC5. 5ECTION 1.1"T. . ; I i :I- :!i I:t - � I-- UNDER51DE OF THE FLOOR FRAMINO AS u- 13 POURED CONCRETE P �- � I\ I : 0 ALL 1AELDIN5, TO BE PERFORMED BY LICENSED - - -_�_1 1 1 1 i- -0- 'IL- \ N� I D_ < 't -A ,I � 7 PER R502.15 EXCEPTIONS: (4) x to FOOTINO. REFER To D_ < 11 I \ / . IoAELDER.5.I , " w DETAIL & ON A-011 I -_ -II I I 00 � __ . (14 L, *t ` / - - - II: -.T� 11 .1 I 7777 i (I )i< HSS 5.0 !:-i .t i 4 V)Iit i 74-. DIA. X .5 11 ii 'i L - i L � �:) mi ; _�_ 71 T.O. FOOTINO - �--. T -77 ,i - -- I [ 4:T w tc�I E -2 " rx-1. I . . . .�%1+1+%%%%, III 0 _--q NOTE: 51-0i-�- __ HATCHED AIZEA INDICATES ARA TO � , ,- -+++++%: + v + + � + +11 � � � � Pq IOX50 K/ (2) 2X TOP PLATE (2) Ij"XI4 F+ , ++-.1 HAVE HVAC DUCT NORK. MFORCE — . + + I - 1 - 1 � 1 ­ 1 + 1 + IiEAzz5P LVL (FLUSH) % + % �+ � N 14Xclo (FLUSH) MANUF. TO DESION AS RE0. AND 5LOC,<IN0 AS RIE0. (FLUSH) 1 + + + + V414XIOct (FLUSH) I T.O. FND V4ALL I WC ��+ 10-1+ � + � - - - - - - - - - - + - + � + 1��- _L.-� - -- , * +++ .'-2" 51411 � , �++ �� - -, - ��;.-Vl- �_HS5 4.50 [,-++-+ -+ � + I + I . . . I + I / = (i H55 4.5o + + +%, + -+ - I . . . � . . . � ++:++,%+.. +u- + �A q - + =- - 4 - to LE-,R-!L_+++*++- DIA. X .05-75 DIA. X .05"75 + � - I �_' I � . . . . . . . . .OvE---I/0 / / ,.1. / I ' + w5TL COL AB I / / / '. ' ' � - -_ C=>, + _ ­ '� T REFER TO TO. FND HALL , // . , - + + + + z/ " +/ I / . / //// �+/+ + 4 +j/-111-511 I/ , I / / �/ V4 _:�: /. / u E A . 1// DETAIL 4 ON A-011 �j �....1 �4 �D+. ItTO. FND LEDOE - 1.+�+ , II �� P. u �-1.21-511 + % / / I./," /11,// � , ./ /II FOR MORE INFO. �- ZEL: /+%�+ + - �+/- - DRAIN To+ 1 :/ /. NTEI -7 — — _ APPROVED �� 0.lw*, + ++ �,,� .,L/NM / / +1/ .:\1\714%ill_�1\11111 11`1�.111 \/.A I �+ +/+ ONED I- + + + �+ , + + x�--4 " ++ -+:,+,+ ��+++y DRYNELL (DE51 17- + +� / / � +/+ ++ + - (-,*)_, .44401--t11 + I +r-1- - + w - + + / _ . +.; + /(pw +++ � +X+ + / / zI -USHf I - FLUSH)/ +++++ 5H) +�+++/ /� + ./ _1� ,- � + - - 4 - - i Z IASf;�PO 1i 1773 __ - - it�, I I- +.- 1111� _� - : BY OTHER)_+ _ 1- I -- I"!,- . _ �'_)I++++++%++ .++'++ /, 1i+ / ; + L ++++++ E3P , / - - \I - -I r . . . F_�i , !. + +BP'---STL COL ABOVE H55F,XrpXg��+-,-++++,+�,++,+++ + - + .--++-LH55* + + + _H55 5X5Xj 1+1� . . . . . 2XI0 F.J.-611 -40- 5x5x; - , + , I Ir / / q4 C)6-611 I I I F + !, i + \ i" i 1611 o.r,.\ � /L � � \� "� H55 4.50 % Im I\ / I 1 � 0 Z) -:j� DIA. X .05-115 1, /I / -— uj__ _ +_,�_ 7 u1$1 I \11j) \-PROVIDE (a) #5 BARS IN SHORT IL V to1 \ " I< /VDIRECTION AND (11) #5 BARS IN () -1 Q �D v I \ "/' I .., Z4 11 :L lu ISSUED: T ._ LON6 DIRECTION L.- /,." -1 : :! :r lu - \ I /�/, - _..__1- > O=EN TO ABOVE =0 In ;( �- - i - ffft I / \ /5, I � i< i I I v.� :m I 2.1.2022: ZONING REVIEW� i -- --= IL 0 .. ;,j�A v � NOTE: U lu 6 � \ I ,/� I i 2.25.2022: CLIENT REVIEWx " � I A i� < FRAMER AND O.C. SHALL COORD = I 0 � I I !-500) . � t , \I � b i I �-�---------�-------------------------------------------------------------...............................�9 ki �w_ - q) � I� / II NITH STAIR IN5TALLER PRIOR TO �� x � 1 � - 11-11 = / I �00 ,It ! : 3.23.2022: CLIENT REVIEW : i. �... .. ...... v (jnt I r-- "I . :INSTALLATION OF FRAMINO *t / - __j \ :m �(_I_i v 1 :T.O. FND V4ALL AN I < ' AND/OR STAIR, 5*f'5TF-M \ / 3....3..I__.__2-0__2 2__:...�C.L­I..E�N T...R-E.V.I..E.W�w 9 N --------------------- ........­­---------- ...........................EL: -Il'-4" , u- l, = 4.5.2022: CLIENT REVIEW P tv- m— — — — — __ — _,__ (5) lj"XC14" /--�///� ZZL// , / __dA, = TJD.- < _ _ _ _ _ . 5 _ I - - - - - LVL HDR I? 5I4.27.2022: CLIENT REVIEW (1�)RoPpr=D) 5P, [— F! .................. ---------,. . ,>,x:,Y�,xy,,�x,,x;,�,�,x.,7-x:=- .�,,�,x..7,�>�:x.,�,;,<-41;."ZZZZZZ=��������"/,��,��,AZ,.,\,>"Nx./<z,,,�x.-y,..,��.,Kx.�K,�77�7��A4 51-1011 ii i r - e- 1 5.31.2022: CLIENTREVIEW1_1111z "ZI, ,--�'! " LIZ111 ;_11! !-��:L� �L , - - v __j - �� ' __ -,, ­�-- � - ___ .1 - -1 I 11 I I . [I ...................................................­---------­----------------------------------------------------_.. 1 1 61-6:. __c4i -- - - - I -1 I "(�I z) ZIL- - - - : NF, 14, 6.16.2022: CLIENTREVIEW Y,��/��_�L - � ­..� . ,�,:� 1� 1�1;11 , - FATIa SLAB / ".\_1" 'ZI, 6.29.2022: CLIENTREVIEW.111-i Nl� -1 1 , rl - . �, - 7 F - 'I ;\" ,tl T.O. FOOTINO/ REFER TO NOTE 2 __......_._._._..................I Z6 /�l;1l -1 ___� PATIO _' I I 'I EL: -22-5"I - FOR MORF_ INFO A-011 /I5__� /c, 9.2 . 2: CLIENTREVIEW I . , , I 1:;" NA-011) NA-aoo) I /� SLAB I I ----- --1 I "T.O. FND INALL L � 6jNExC) II -11 9.28.2022: CLIENT REVIEW" i6 NN -*' N � = TO ...........�------------------------------------------.................................... ...............II-011 = . Icr3 ..EL: 0 . --- � -1 NOTE FOR 10.5.2022: CLIENT REVIEWEL: 4c['-(o" I //1'�//////4 //// -'zz�,/z/zz1 11 - K3 1 �0I I I CMU BLOCK k4ALL FILL �..............................................................................................................1�_ I' "I I CELLS 50LID l^V CONC. ! 10.25.2022: fSS. FOR H.E.R.S. A\ ..i- -- - - - -- - - - - L T.O. FND LED67E T.O. FNID KALL I mzxc) I 11 1Lip 117R. I �_/( / I EL- -P-2" T.O. FNM PqALL T.O. FOOTINO EL: -0'-10" I11, (0,-O. I[ V-61112.2.2022: ISS. FOR BOARD /. ! 1 ,I'-2 1 1 12 � iI - !. -L: i t& ME IEL: -ol-loll 17 -2'-b" Xi I ! OF TRUSTEES WETLAND T.O. FND V4ALL I I I 12" TREAD 01-611 = / . - ­­EL: cl m _:�,�4 -1:.� /IiPERMIT-. I ,_ _.,�, ­­A ­­­' „ 4T i ;I __ -/ I EFOXY 12” LONO#4 RIEBAR 12" A� -------A-\ ..................................................................................�.. ........ ......------..- . ................................*_ / :T.O. FND INALL , I 0.6. TO M3^1 r0.)NPA*nON KALLI , '' , T-11 L: : 12.5.2022: ISS. FOR LAN USE I 10........................... ----..-..._.... AN17)Fogm*LOCATIO*(TYP) j = ; ... ... �.................................................... . ...............�, m :-1 I'-:2" , I114.2022ISSUE FOR PERMIT to T.O. FIND LED&E i I --------------------�..................�.EL: 7 iNOTE: ; i iUNEXCAVATED OR NELLEL: -P-2" t i I.3.2023: CLIENTREVIEW I; -..............I........................�...�......I....­­ I! . ! ii: : t1 $ .1 I : T.O. CMU HALL . 1.24.2023: ISS. FOR I :I......... .....................11...I... // I IMODIFIED PROCTOR DEN51TY, FL: -12'-4 : :I : -LAND PERMIT; ! iNO FINES OR OR-15ANIOS. t ; WEI;.I : .. ...............................................I.............. ..................... ........ ,: IBELON ALL SLABS TYR I- STEPPED FOOTINO DONN TO I i./ i:: i 3.15.2023: ISSUED FOR PERMITi IMAINTAIN V-O" MIN. BELOV4 111 ......_______---�....�..................I 1-1. I... I :.i/ - &RADE (STEPPED 2-:1 MAX) I 1t/ : ! �...................................................­­­_---------------------------------------------------------........ I T.O. FND NALL :....., .. ":CRI ....................I.......... ........�-__1 I I -: . t" . I . t r-L: -2'-O" 1; i; i:; i 9 "v i I I II i//1 :, , i --F ALL ............................................. ....................................­----------------------------- , : OARAC,- FQUNt�)A71 ON K............................................ i i/// i :! :I // /// I 10" THICK POURED CONCRETE:11 - ::1 7T��;// III : HALLS To BE KEYED TOA 5011XI2":I :itt. i � (MINIMUM) POURED CONCRETE i ..................�.............................................................. ................................. /.1 .. // I ! I/ . - iI- -­­ ...... ...] ... I FOOTINO REINFORCEr,> V41TH .....................................................................�...................................... ........-A / . i =.� :I "_Z/. . ........ ....... .....�. ........ ...... / I ;�p : -- --1 i (5) CONTINUOUS #6 BARS�I < / I k� II:, z' .: 0ARAOFE SLAB::CN / :/ I ! I.lu ...... ....... ....... .... .... . 5" POURED CONCRETE SLAB NITHIL I _ IT.O. FND 1,4ALL.I :I I // I I � &Xb-l.OXI.O mm OVER 4� :0 / i lt ...................................................................................................................... it.. ­ 1 1: I F-L. O'-O" = i I -1 I :Ii!lniiMfi 11M i: VAPOR BARRIER NITH�, : i::: i 1:I t: . I j 1^0 16 :�, i;t:1:1: iiIiiiiI : EL: 4"-I'-&: -1 I: 1: j: 11 ii : 1/2" PERIMETER EXPANSION .JOINT. ! ..................................................................... ......................._ �--..4 L :i I :I--- - /Ijili 11110jlll I I I �A-011) .: i -------- !.I SLOPE OARAeE SLAB 4" PER FOOT I� ti T.O. SLAB: : �0-i : I. . 1 EL: -O'-(5'T.O. FND KALL I ii: TOPqARD 5ARA617 DOOR OPENINO ...............................................................�................ ... ..I? I i i 4 i/ - I EL: -Z-b" 1 !: I_ 1: \ I i_.._._1 ! �: I I I--,I ..� - : . , �.. ..�...........................................................­......................-------- -----­­�:� : i: - .;:I I ;: .- i: NOTE: I---------------- .____j - � I I N-------------------------- ____ _­ -------------- ! UNEXCAVATED OR NELL COMPACTED FILL I------ . !i i i. : i N! -- .1 I I �� q5% MODIFIED PROCTOR DENSITY, NO FINES i�, '. I I______ ////"`/� � I------- ------- ----------------------- __ . 1 1 i 1 :OR OROANICS. BELON ALL SLABS TYR DLSIGNED By: Ti! ��: i i :: ) ! . : :I I : i i I I ; :. ........ .._� . : ! :- - - — — /_ . : ! . : :i i i ; :I � ! ­ ­­­­....... .- �....­­ ­­­....11­, ­i ! - _1 _ 7 -- F -I - - - - I- -- IClI ECKEDBY:i i t t i ; i: 4 ii : ; t-- - ! :i : :1 �l, � : i.6 I i � I __j _ --t-- iI �A-011) i ! I I w1k- ! i i i: i B.C.G.- _ t I �...................................................................�..............................�...­­­_.........�........ :____j IS��! ----. -------- - ------------_-------- - _1k-----------\_;, IDATE: iI 1 L(:nTYPICAL HOLDDONN 12.3.2021 REFER TO DETAIL &5T.O. FOOTINO PROJECT No: - I A-500) EL: -cl'-5" ON A-005B ,�/��0____ - - 00 T_II rl. ]rm-1 r/1_11 m I I I H/ ]//� I , I A T -�_ I I // , I ] ]��, I I -1 71-1 /LL-L�// I I I " / / I I I 1-b" 1,1211 1, 41-011 11 151-011 8 I'vi 151-011 .----,f-----------­­_­- -----------------�LIZ- ----------------- ---. , �------------- 111-:211 - 21050 , .f -A — �, - ___..._-------------- ___ . --------------------------------------------......................................� � .......­­...................... 21-O" ,_ V-611 lql-b" -101, _O" I _________1!`_ -------.-.------- __ le 261 _______________-_ -- ----------....__ 22, _ -_ (_2_Z,,: ri***�Fou*N'Z�ATION $ FIRST FLOOR FRAMINO FLAN �, .-.---.--------------------------�........ .__ 771-011--------------- _____ _____ ____ I A-010 1�� I�O SCALE: 1/41' = 11-011 ____ -, 25 11 �''. .A°C ` ._a,.n (I) 5/8" DIA. X 18" LONG ANCHOR BOLTS, EXTEND 6" ABOVE (€) 5/8" DIA. X 18" LONG ANCHOR BOLTS, EXTEND 4" ABOVE �L n / c u� T -; ����� ,... , - FOUNDATION, 25" O.G. AND (1) ANCHOR BOLT SHALL BE FOUNDATION, 23" O.G. AND (1) ANCHOR BOLT SHALL BE ; -� j PROVIDED WITHIN 12° OF EACH END OF PLATE, WITHIN 12" OF PROVIDED WITHIN 12" OF EACH END OF PLATE, WITHIN 12" QF CORNERS AND LOCATED IN MIDDLE THIRD OF THE NIPTH OF I VIA. X XTEND CORNERS AND LOCATED IN MIDDLE THIRD OF THE WIDTH OF ,I THE PLATE. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM j i F 11 OUNDATION, 23" LONG ONAND (I) ANGOR BOLT SHALL ABOVE THE PLATE. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM4. ,'.fir, EMBEDMENT OF 7" IN CONCRETE AND BE FASTENED TO THE EMBEDMENT OF 7 IN CONCRETE AND BE FASTENED TO THE "t �� PLATE WITH NUT AND 3"X5" 1/4" THICK SQUARE WASHER AS PROVIDED WITHIN 12" OF EACH END OF PLATE, WITHIN 92" OF PLATE WITH NUT AND 5"X3" 1/4" THICK 50LJARE WASHER A5 _ ,J`..«i o -I REQUIRED LVL RIM BOARD A5 PER CORNERS AND LOCATED IN MIDDLE THIRD OF THE WIDTH OF LVL RIM BOARD AS PER ` ��C, R�GUIRED FLOOR FRAMING THE PLATE. ALL ANCHOR BOLTS SHALL HAVE A MINIMUM FLOOR FRAMING ".�..a AT BOTTOM OF (INSTALL COFFER22x61TE SHIELD OVER SILL SEAL : i � INSTALL COFFER PRES URE TREATED PLATE I (I) 5/8" DIA. X 18" LANG ANCHOR PATE WIEMBEDMTH �T AND 3"DX " I/4' THICKNCRETE AND Q ARE '✓MASHER A5 I AT BOTTOM OF (22xbE FASTENED TO THE i1 PRESSURE�REATED PLATE (U 5/8" DIA. X IP" LONG ANCHOR A BOLTS, EXTEND 4 ABOVE BOLTS, EXTEND 4 ABOVE WALK- BLE HINGED ALUMINUM GRATE AS PER SECTION 8318.1 OF THE 2020 RCNY5 ... A5 PER SECTION 8318.1 OF THE 2020 RGNY5 FLOOR .�015T5 : FOUNDATION LEDGE, 48" D.G. REQUIRED -- ----- FOUNDATION LEDGE, 48 Q.G. PAINTED BLACK (11504 5/16"XI 1/2") WARNING: �'" I - -------_ - ---__.... ..: FIRST FLOOR , I1.-- - - - - --- - . I - - -... ...-_... 1111.... -� --__ - :_-_ _, INSTALL GDPPER TERMITE SHIELD OVER SILL SAL -- -- __-� G _ _1111_..._--- --.----.._--- --.._.--_-- -...-.. _ _ - -- -- _-- }`-= f1=6R TD i=ND. PLAN TD HAVE A CLEAR oPE'�1NC OF �i S.F. 1 t t�;a tc�:.,�,[z� cit ;HE:.t.,a�� r c�F: \\ _. . ........ ........... .. _-....... . . . .. .. ... .. .... .. ... ...1. 111.. ----------- - __ ------ ....-._ _...... .._..... .. . AND COMPLY WITH SECTION 8310.2.5.1 , . NI.Ea4 Ac"rlNc, --- --- - --- -- --*---- AT BOTTOM DF (2) 2x6 PRE55UR TREATED PLATE - OF THE 2D20 RGNYS t'NI)II xRi rt[ I FINISH GRADE �D AS PER SECTION R518.€ OF THE 20. 0 RGNY5 ------_---------- FINISH GRADE `£' D D DSD D II �i Kc'r tt[t r c t 1.NS !) - 'JO Ar- - _ i" 1 l.//I .... . ........ I."... . .. ........ .. .111..1.. ........ ......... ........... ............... ...... ...... ..........:.................. ...... .. ..I——....:..... 17 ... ...... _ . .... ..... 1......1... .... .. .........11 ........I ......_.. ............ .......11.11 ... ... �Y ! � (I"' NI IN ANI-WA'Y, IF AN Fi'FM (2) 2X6 P.T. PLATE -- = (2) 2x6 P.T. PLATE - _ A, PROXIMATE GRADE r3E,aRIN(�`T 1'I"SE A1,OFAN FLOOR J015T5. REFER TO #5 REBAR, HORIZONTAL AT 5" 4 1711 FLOOR JOISTS. REFER TO FLOOR JOISTS. REFER TD = ! p #5 REBAR, HORIZONTAL AT 5" 17" I ........:.....::...... .:::..< ARCHITECT IS AL"1 T.RE D,'T-HE n •' ' FIN15H GRADE `� n ALTERING ARCH F[ECTSHALL AFFIX DOWN FROM T.D. FND WALL. PROVIDE 3 FOUNDATION PLAN FOR FRAMING FOUNDATION PLAN FOR FRAMING DOWN FROM T/ ? .O. FND WALL. PROVIDE 3 FOUNDATIOiv PLAN FOR FRAMING I I To HIS,,'HER ITEM THE SEAL AND THE MIN. FROM SIDE OF FOUNDATION WALL (:2) 2Xb P.T. PLATE (2) 2Xb P.T. PLATE MIN. FROM SIDE OF FOUNDATION WALL I (2) 2X6 P.T. PLATE CONCRETE LINTEL. REFER To NOTATION"ALTERED BY" 2 #5 REBAR HORIZONTAL AT DETAIL 3 ON A-OII ForLoWct>>3� t�is;ttLRstc;N,aTER ( ) IN M 18 PROTECTION EON ARD MIN. I/8 PROTECTION BOARD EQ EQ / T BO EQ EQ STRAPPING NOTE:NATE: 3" TOP SIDE OF FOUNDATION WALL f AND THE DATE:cit'�uCII STRAPPING NOTE: STRAPPING NOTE: PROVIDE INSTALL "KARNAK" 'ONE-KOTE' ::::�, 1 12 _ _ PROVIDE INSTALL KARNAK ONE-KOTE 12F ALTERATION,AND,a SFEctrtc 1� •� 11 : STUCCO EXP05ED FOUNDATION WALL R_FER TD SHEET A OD3 MEN. I/8 PROTECTION BOARD REFER TQ SHEET A DD3 R_ ER TO SHEET A-DDS - DESCRIII I ION oI THE ALTERAI ION ELASTOMERIG LIQUID MEMBRANE WATER PROOFING FOR DETAILS FOR DETAIL 5 ELASTOMERIG LIQUID MEMBRANE WATER PROOFING FOR DETAILS COLOR TO MATCH GROUT 1 1 PROVIDE INSTALL KARNAK ONE-KOTE SYSTEM OR EQUAL ON ALL FOUNDATION WALLS I A fMQ EQ ►- SYSTEM OR EGtUAL ON ALL FOUNDATION WALLS . ELA5TOMERIG LIQUID MEMBRANE W TER PROOFING t iE BELOW GRADE . BELOW GRADE - I 1 INSULATION PER H.E.R.5. REPORT INSULATION PER H.E.R.5. REPORT I INSULATION PER H.E.R.5. REPORT I SYSTEM OR EQUAL ON ALL FOUNDATION WALLS 112° ALUMINUM LADDER TO BE PERMANENTLY 12" THICK POURED CONCRETE WALL WITH BELOW GRADE 12 THICK POURED CONCRETE WALL W,TH ATTACHED TO FOUNDATION WALL WITH AN A MIN OF 4,000 P51 CONCRETE WALL FRAMING A5 PER FIN15H WALL FRAMING AS PER FINISH © A MIN OF 4,000 PSI CONCRETE - WALL FRAMING A5 PER FINISH 1: iBASEMENT PLAN 12 THICK POURED CONCRETE WALL WITH BASEMENT PLAN z '. BASEMENT PLAN INSIDE WIDTH OF 12 MIN. THE ii � A MIN OF 4,000 PSI CONCRETE I --- PROJECTION OFF THE WALL IS TO BE A `n I EGRESS WINDOW REFER Q-- .I ( E _ x MIN OF 5" AND 6" MAX. SHALL BE ; = .I a WIND �' SPACED NOT MORE THAN 18'" PER - s= d - ° - :. ::: -. ::..:::." -_::-_. _ ET AQWU3SGH .. SECTION R310.2.3.1 OF THE 2020 RGNYS EDULE ON :1 I O _ a #5 REBAR AT 18 C.C., VERTICAL #5 REBAR AT 18 D.G., VERTICAL .. " 1 11 .... . 5 REBAR AT 12 O.C., HORIZONTAL #5 REBAR AT 18 O.G., HORIZONTAL c # `A 11 #5 REBAR AT 18 D.G., HORIZONTAL I #C' DOWEL AT WALL SPACING WI 10" FOUNDATION WALL FOOTING M (2) ' _ #5 REBAR AT�18" O.G., VERTICALLY #5 REBAR AT 12" O.G., VERTICAL - - -•I -- i :1 , (2) #5 REBAR CONTINUOUS AT TOP AND BOTTOM I HOOK, LAP 48 BAR DIAMETERS W/ #a REBAR GONTINL dU5 AT TOP AND BDT[OM FROM FOOTIN:a TQ FND WALL 1 Vl_RTIGA BARS FOUNDATION WALL `� g I " X 3 " KEY WAY I/;2" EXPANSION JOINT AT PERIMETER ! " X 3 " KEY WAY I/2" EXPANSION J01NT AT PERIMETER I " X 5�" KEY WAY PROVIDE b" DEEP RIVER ROCK '� ( `, ........ FILL AT BASE OF WINDOW WELL 0 4" DIAMETER PERORATED PIPE ENCASED BY II 5" THICK GONGRETE SLAB KITH A 4" DIAMETER PERORATED PIPE ENCASED BY 5 THICK CONCRETE SLAB WITH A I _ I P G RE MIN OF 40D0 PSI CONCRETE t'� No. 57 CRUSHED AGGREGATE AND WRAPPED INA M N OF 4 000 51 ONG TE No. 57 CRUSHED AGGREGATE AND WRAPPED I N A NON-WOVEN FILTER FABRIC CONNECTED TO I 6X6-I.OXI.D WWM NON-WOVEN FILTER FABRIC CONNECTED TD 6X6-1,0X110 WWM I. CONCRETE SLAB11 APPROVED DRY WELL ° APPROVED DRY WELL n i 6" DIA. DRAIN PIPE WITH DRAIN IL ___\ �, / 5" METAL KEY JOINT (±10' I Z 5" METAL KEY JOINT (±10' o I BASKET BY OTHERS SPADING E.W.) SPACING E.WJ �- FINISHED FLOOR ( CONNECTED TQ DRY WELL '� CONCRETE OR GROUT CANT AT JOINT � CONCRETE OR GROUT CANT AT JOINT I • #5 REBAR AT 12" O.G., VERTICALLY • -- :7 � '- FROM FOOTING TO FND WALL -- ,. :. 30"X12" POURED CONCRETE FOOTING W/ - 50"X12" POURED CONCRETE FOOTIN�a W/ 717 • ° - b MIL VAPOR RETARDER �' # 6 MIL VAPOR RETARDER I/2° EXPANSION JOINT AT PERIMETER =_- _ - -' {5) #5 REBAR {5" MIN FROM CONCRETE EDGE) - • . - (3) 5 REBAR (3" MIN FROM CONCRETE EDGE) - ------ ---p - � ' 4" DIAMETER PERORATED PIPE ENCASED BY I 5" THICK CONCRETE SLAB WITH A �� """ _.......__....__.. H „ , No. 57 CRUSHED AGGREGATE AND WRAPPED IN A MIN OF 4000 P51 CONCRETE N.<: "'� "� - : #5 REBAR 18" O.G. (5" MIN FROM CONCRETE EDGE) ,I MIN OF �i5% WELL COMPACTED 501L #5 REBAR 18 O.G. (5 MIN FROM CONCRETE EDGE) �-- MIN OF q5 WELL COMPACTED SOIL ,, � ! 2._611 �- �. 2._6.. NON-WOVEN FILTER FABRIC CONNECTED TO j eI I ; ,... ----- -_�. __ __ .__.-. APPROVED DRY WELL I 6X6-110X]10 WWM "I ;' . I ,:. ' -, ' a' I Z 5" METAL KEY JOINT (±10' :'.,,,i < ,,, CONCRETE OR GROUT CANT AT JOINT t ° SPACING E.W.) y� .,. , : - �; -- in "' 50"X12" POURED CONCRETE FOOTING W/ -1 `M .. 4 (5) #5 REBAR (5" MIN FROM CONCRETE EDGE) ---.-_._'I - `'- 6 MIL VAPOR RETARDER ", . _ s r .. I , #5 REBAR 18" O.G. (3" MIN FROM CONCRETE EDGE) -'� . �- MIN OF a59b WELL COMPACTED SOIL 1 _'' ... ,: .4 ri-l"'le'll"'llif-0 U TIONNALL DETAIL ,A fOUiN TION NALL DET I L 1g SOU D TIO LL DETAIL 4 C NINDON DETAIL A-011 SCALE: 1/2" = I'-O" A-011 SCALE: 1/2" = I'-O" A-011 SCALE: 1/2" = I'-O" A-011 SCALE: 1/2" = I'-O" 11.1_ ,,, ' �, 10 %, i` t 2X STUDS AT Ib" O.G. 4 11 � , REFER TD FLOOR PLANS G// --1111.. ,........_-�' - ­__.__<�`` TTOM PLATE g /i� p��I .-._. .. ll 1 O ,...._.�.. RIM JD 1 STS. REFER TO ,, ;: �, Ift"" /, . SIDING 51MING FOUNDATION PLAN COLUMN/ PIER/ OR GRADE BEAM 2X STUDS AT I6" O.G. BLUESKIN VPI00 < REFER TO FLOOR PLANS BLUESKIN VPI00 (2) 2X6 P.T. PLATE. TO BE CENTERED ON FOOTING . ................................_...........__............._..........._........................_.. _- , ._111:1... _..................._. i . : 2X6 BOTTOM PLATE 16 oz. COPPER FLASHING REFER TO FOUNDATION 11_01' TYP LAP TYP LAP i Or ..: WALL DETAIL 16 13 ioz. COPPER FLASHING 16 oz. COUNTER COPPER FLOOR J015T5 WITH { ,. ;' . SEE NOTE I SEE NOTE I -1 i (' . `I INSULATION. REFER TD o FLASHING I FLOOR J015T5 WITH 511 6" 311 I I COLUMN/ PIER/ OR GRADE BEAM - 16 oz. COUNTER COPPER FRAMING PLAN I6 oz. COPPER INSULATION. REFER TO I FLASHING I FRAMING PLAN F ASHING L I 1111. CORNER BAR SIZE AND �, . . --- -.-...._.._..._......_......._............ --....._..._....... - ......1 .. K... �: -..." _1_111- 1111-.._.........._._.............. -. I�. '. .° __...._............ - - - - - -11_1_1_..; _.__........_...._....._.........._._. _- ------------_......_........---._._._...._._..._......_.... MN/ PIER REINFORCEMENT IF SLOPE AWAY . ._ 7777777777.'. ..... .. .. < SPAG I NG TO MATCH �::: :'1'111. ..::,:..-. 11 ;j; GOLD _......:.:.:..::_......__.-...:.... ...._,.:..._-.-----1111.. _ .. < :,.-_,:;, at,:..;.::..: ::.�::...:: ;r ....,;::;-. .:.:.:.;......:11: 1::1:.:.,:; #5 BARS SPACED 18 O.G. <, I! .. :_. .'.11:11. . SLOPE AWAY ;� FROM STRUCTURE lu I ! „;. >:.::. ' - i - m TIRRUP HORIZONTAL REINFORCEMENTr I I u -� REQ. I1. N ----_ -1111 :" - mist _44 S 5 I ( ) FROM STRUCTURE ii I . iE :: ,. 1111 1111 ..,,_ `I # AR GO T BLUESTONE PATIO I (4) 5 B 5 N INUOUS p FOOTING TDP REINFORCEMENT IF '. ;'' z `�' REQ. SEE SCHEDULE) . ... BLUESTONE PATI TVP. I ( L ) POURED CONCRETE SLAB ..t ; LMINIMUM 4000 P51 CONCRETE __............... ►= is1. ;: ..,. c . .::. `_ POURED CONCRETE SLAB 2 I ............ .a_._.�.__�..-y__._...:._._:......_;.__.......:....�.._.. ._._..,...._............. _,1-_111."_.. ..". _........._ I6 oz. COPPER `_1111. J 11 - .......... t I FLASHING . I .:... �" '1 I_/111 -V . _1111., . ': ............... ................... .. ... 1111.. ..................... 11_11 i:. I: o 0 0 0 0 0 FOUNDATION WALL w IREF ; it RIM JOISTS. REFER TO 11_211 `` WALL DETAIL R To NDATION P A 6" rn I€ I 1' FOUNDATION PLAN -_..........._..__ ........._._..:: o AT CORNERS T INTERSECTIONS it 2X6 T BO RD OYER (2 1 -A .. • • • it: it ''?_ X 5 " X 5/16" STEEL ANGLE `�' _...._...,...it t: 11 (2) 2X6 P.T. PLATE. WITH Ill STUDS WELDED TO I m ANGLE 12" O.G. B.D. FOOTING EL: FTG. BOTTOM REINFORCEMENT (SEE 2- SECOND POUR FIRST POUR `: REFER TO FOUNDATION TVP. LAP SCHEDULE) . ' WALL DETAIL ,,,..:- :. REMOVED PROVIDE I" "V" GROOVE ON SEE NOTES 3, 4, AND -1 (SEE FND PLAN) 2° 1�11 WALL AT F.T.P T FORM TO BE RE 0 SEE NOTE I FOUNDATION WALL. EXPOSED FACE OF ^1111. I'-2" REFER TD FOUNDATION ....._.....I ......__ __.....,' P.T. FORM TO REMAIN SHRINKAGE GRAGK NOTES: JOINT. SEE NOTE '7 ------ WALL DETAIL 611 6" I. SEE FOOTING SCHEDULE FOR FOOTING DIMENSIONS CONSTRUCTION JOINT, ] i CENTER 2X4 KEY ON WALL SHIM T I T TIO T INT � T I _ t 2 3 i � : i - A-011 : : ; : i SCALE: I" = I'-O" A-011 SCALE: 1-I/2" = I'-O" ISOLATED FOOTING SCHEDULE I I I I p I I I in r !1;�ri,a.. � -",1z-' '�-:'/",,,, a I I BEARING CAPACITY OF SOIL = 2000 PSF Q em,, M,-....;, ,... I I I I w -ENT ------J PIER, IF REQUIRED L-------i 0 ~ " „ �;<.:..: :..�:'. :.;,__ SLAB ON GRADE, SEE PLAN ALLOWABLE SIZE REINFORCEMENT >, 3-0 LAP SPLICE 2 H MIN. a.. TVP. AT KAL.L FOR REINFORCEMENT AND FTG. 2'-0°' BOTTOM HORIZONTAL ALLDU - THICKNESS ADDITIONAL INFO Z Z -- x s�-x _. - s�-- ---. T AXIAL LOAD GO 5 GTO O T GO O O T C .WALL REINFORCEMENT <' LENGTH WIDTH LENGTH WIDTH W W ..... ....1.................................... ..1 ..........1 ...... ................. ......... ........ ............... ..............I........ ................................ ................... IrT NOTES: C7 .. ........................ 11 11 F-2,(D S.o KIPS :21-011 2-O I -O' (5) - #5 (5) - #5 and H00K END C/� � o • + I. ALL BAR SPLICES SHALL BE CLASS B LAP SPLICES WITH 56 BAR DIAMETERS MINIMUM -- a d p .:...... .. ._..... v : : I- I - - Q x `.I... DOWEL T 18" O.G. AY'S P F-5.0 18.0 KIPS 5'-O" 5'-O°' I'-O" O - 5 O - 5 QOd HOOK ® END H ZR u t __. .__. _.. _ .__._1111 .._ 3 # 3 # _.__......._..........______ :1111._.______ __-__-= _ : ,, 2 PRO D GO STR GTO O T T D O G D O R S S NOT BE PO RED IN 11 � "-" _-�-_ �® ^-��__-r o W/ 10 HOOK CONTINUOUS LENGTHS EXCEEDING 30 FEET WITHOUT PROVIDING CONSTRUCTION JOINTS OR CONTROL JOINTS ___11.11-. - _- Q U r ,. CONTINUOUS #5 HORIZONTAL F-4.0 52.0 KIPS 4'-O" 4'-O" I'-6" (b) - #5 (6) - #5 aOd HOOK a END `'I i z - : - : ' 3 PROVIDE CONSTRUCTION/ CONTROL JOINTS AT FACE OF PIERS UNLE55 OTHERWISE NOTED ON PLAN iE z ...1..--_.._.....-_._.......-___-.-_.!_--...._;._.__.A.x....., _L__-._-.-.-._.--_... �- z wit (2) TOP AND BOTTOM - O ® I � " " T "T" / TH SIDES STOP 5' 6" 5' 6" I' 6" O 5 O 5 aOd HOOK ® END H �'� F-5.0 60.5 KIPS - - - 8 - # 8 - # U- I I o I X5 KEYWAY 4. AT CONTROL JOINT, PROVIDE BEVEL JOIN !O INTO WALL SURFACE BO ' "�' `� AT 18" O G ALTERNATING HORIZONTAL REINFORCING BARS 6" SHORT OF CONTROL JOINT d .......:._..::.'....._.::._:_ :1.111.........-_1111. ,,�` yes 5 HORIZONTAL __ FOOTING • 5. SEE APPROPRIATE SECTION FOR WALL REINFORCEMENT ` �: R ___r_e v e==` REINFORCEMENT N NOTES• ® ® 1. ALLOWABLE AXIAL LOADS ASSUME COLUMN I5 CONCENTRIC ON FOOTING - FOR OFFSET 6. VERTICAL REINFORCING AND/ OR SUPPORT BARS NOT SHOWN FOR CLARITY p O TOP REINFORCEMENT IF REG. SEE g ; FOOTING FURTHER CALCULATIONS ARE REQUIRED slamislillom T I FOUNDATION WALL/ FOOTING SEG:TIONS • (5) #5 BAR GDNTI NUOUS " " 7. PROVIDE CAULKING AT JOINT IF REQUIRED. SEE SPECIFICATIONS ° , • i I " 2. MINIMUM BASEPLATE SIZE IS TO BE 1'-0" X 11-o" X " ISSUED: 2 SOIL BEARING I I ROCK BEARING 10 10 11 f0 I �l O T U S D NOTES: BOTTOM OF FOOTING r- - _,� ;._.-----_.-.._ 7 2-6 - EL: SEE PLAN � A-011 50ALE: 1/2" = I'-O" 2.1.2022: ZONING REVIEW 1. PLACE LOWER FOOTING FIRST ---- ' '` '� ''' '' '' '' ' 2.25.2022: CLIENT REVIEW 5T I FOOTINO DETAIL IFOU I 't C)A T I V I `� r `� J....J.... DET I J..... I `SOT USEI:��)/ r� I ` C, ETE J' `� LJ�..,. I QST UI ./TIO r/ ETA I L� I I C OOT I NO DETAIL 3,23.2022: CLIENT REVIEW 9 ri08 5 6 3.31.2022:CLIENT REVIEW A-011 SCALE: 5/4" = I'-O" A-011 AT GARAGE SCALE: 5/4" = I'-o" A-011 SCALE: I" = I'-O" q-011 SCALE: N.T.5. A-011 SCALE: N.T.5. 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW AS 5.31.2022: CLIENT REVIEW REG. 56 BAR 0(TYP) 6.16.2022: CLIENT'REVIEW '0 = �J/ lb 1 \ 6.29.2022: CLIENT REVIEW It -------------- #5 DOWEL AT 12" O.G. �` 9.20.2022: CLIENT REVIEW -REFER TO ELEVATION5 FOR 5TAIR PROFILE � .........................._....._....-....._._..............._.....................__..._...__..._._....---..._...._._.............� SIDEWALK SLAB ON ORAMEZ �QjP 9.28.2022: CLIENT` REVIEW `� 10.5.2022: CLIENT REVIEW x- . .. ------------- • • _,., 10.25.2022: ISS. FOR H.E.R.S. r;:__...----..-..................-.....__........._......__........_111__"1.---.._.............__. I" NO51N6 I OPENING 12.2.2022: ISS. FOR BOARD : . .:: • ® ,::: ....,.. ......�__........._.._........_..._._-- 1 TRUSTEES k .. ® • . . . : O ' UST'EES WETLAND . I • • ., PERMIT - I " GLR � �, to 1 Iz I 12._5.2022: ISS. FOR LAN USE Za ALL 51DE5 \ u� m O • 1-1 • DIAGONAL BARS: 12.14.2022: ISSUE FOR PERMIT ;, 11\ (2) #5 BARS AT EACH FAGS OF ; ; 1.3.2023: CLIENT REVIEW 1.24.2023: ISS. FOR 5 NOSING BAR � #5 AT 12" O.G. COMPACTED WALL TOP AND BOTTOM OF SLAB (TVP) / • BOTTOM E.W. ® • BACKFILL SIDEWALK SLAB • ` WETLAND PERMIT ON GRADE , �4 (2) BARS AT EACH FAGS OF PERMIT C, WALL/ TOP AND BOTTOM OF SLAB (SEE NOTE I FOR 51ZE TYP) ! �'. COMPACTED • • __.........._ 1111... .....:.,.-:....:...___. BACKFILL - NOTES: ALSO PROVIDE I. AT WALLS, ADDITIONAL REINFORCING SIZE SHALL MATCH HORIZONTAL AND VERTICAL REINFORCING. 1�"X5�" KEYWAY FND WALL AND AT SLABS USE #5 BARS I=TG AT EACH TOP AND BOTTOM 11 SIDE of STAIR 2. DETAIL APPLIES AT OPENINGS 12"X12" AND LARGER, A SIMILAR DETAIL MAY BE USED AT NOT SHOWN) CIRCULAR OPENINGS 12" AND LARGER ______ �j'� #5 AT 12" O.G. E.W., -------------------------- -- EACH FAGS 5. COORDINATE OPENING SIZES AND LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS Q " ----------------------- = AT 12" O.G. 4 • NALL 7I �'"' /"� ''I' I(2) #5 CONT. TOP �,_ ® 12 LAE3/ I I `I, T i I �../ DETAIL J.... (TNrF) AND BOTTOM (TYP) B.O. FTG. EL: • NOTED ON PLAN 6" I'-O" 6" ' A-011 SCALE: N.T.S. ... .......- ----"------------------- -- ........, (5) AT IS" O.C. (5) #5 CONTINUOUS 2'-p° Q ................__......................... • DE;SIGNI 6" a, ' 61. B.O. FTG. EL: ... * / .. . 11, - (3) AT i8" O.G. B.C.G. R S.M. NOTED ON PLAN -� .111_1- _- __----------- c.1IECI�En BY: �- B.C.G. ------ ------...------------------------------------ DATE: NOTES: I. PROVIDE LIGHT BROOM FIN15H FOR STEPS 12.3.2021 2. SEE TYPICAL SLAB ON GRADE DETAIL FOR ADDITIONAL INFO ----------- -- :::�\\ PRO.tECT N��: r17_N(f_1."0N(f.,,,RETE STAIR T I S (T)00'F) 21050 A-01 SALE: 5/4" = I'-D" C�-OF 25 -[� l !� IfFE LMOENI Ci//-� 2X4 WOOD FRAME WALL , �`f �� I �� , ��In I I9f) G B 2X6 WOOD FRAME WALL "' : I I I'I' 4 R, - \. 't -5aa -�00 �����: '% 2X8 WOOD FRAME WALL _- �_�_%' cS`, .t �..1-�46 y0 .. . . .. PER - SECTION 8314 OF 2Q20 RCNYS S SMQKE DETECTOR INSTALLED P .,,1� p�- . _.. . 111 .1 . .. .... . . 1 -1 .1 - _ . _. .. . .. . . z,, CARBON MONOXIDE 4 5MOKE COMBINATION DETECTOR IN5TALLED WARNING: PER 5EGTION 8315 OF 2020 RGNYS I]'ISA�'Ic)T,,1 CION OI '1 Hk:L,•1\�'FUR . ANY PERSON.[.!NLESS ACTING I'\I)I;R-I HI I)IRIY."I lc)\'UI A ilk'! NSI'I)ARCIII I IA'I, IO•11 'I LR AN . ...—.1. — .. — ... .. .. .. .. ....... ..... . . . .... ...... .... .. . ... .... ... -_ .. - . .- .. NoT fT'I ;bi IN ANY WAY.IF;1N I'T'EM i. ALL WALL5 10'-I" PLATE HEIGHT WITH 2x4 5TUD5 RFARING THF SFAL OF AN . ..... .... . ... . .-. .. .... 11.11 . . . .. .. - ...... . .. . ..- ... _- ....... ... ..... ... .. - --- __.. .... ..... .....- ...- .1..... .._.. .._._. __.. _. .I..... .I.... .. .- ...... I...... __111 ..1 ..... _.. .... .... .1.111. - --. . . ...... .....I .._. .... -1 -- ..... ..... I.... .... ... ....11 11..... I 33 " ARCHITECT IS AL'IERFD,THF. ® 6 O.G. WITH GYPSUM BOARD GONSTRUGTIQN, UNLESS NOTED OTHERWISE. ALTERING ARC.'HI"IF=,C'T'SI{:11 f.AFFIX . TO MIS A IFR ITEM THE SEAL AND THE NOTATION"ALTERED BY" 2. ALL DOOR5 ARE TO BE 8'-O'" IN HEIGHT, VERIFY FOLLOWED BY IIIS 14ER SIGNATURE WITH DOOR MANUFACTURE ON ROUGH OPENINO AND THE DATE OF SUCH . DIMEN51ON5 PRIOR TO FRAMING. ALTERATION.AND A Sr�EcrF[c DESCRIPTION OF'i'}TE ALTERATION 3. ALL WINDOW5 ARE TO ALIGN WITH INTERIOR DOOR HEiGHT5, UNLE55 NOTED OTHERWI5E• 4. ALL 5ATHROOM5 ARE TO HAVE MOLD AND . M015TURE RE515TANT 5/8"' THICK GYPSUM BOARD. 5. ALL 5ATHROOM5 ARE TO BE MECHANICALLY VENTILATED TO EXTERIOR 6. ALL VANITY, TOILET AND 5HOWER5 ARE TO BE . 5ELECTED BY OWNER AND INSTALLED BY A .... .....I ..111 ..- _. __- -, LIGEN5ED PLUMBER. 7. ALL AREAS WITHIN ONE MILE OF COA5TLINE AND . THE AREA EA5T OF RIVERHEAD ARE REGtUiRED TO HAVE WIND-BORNE DEBR.i5 PROTECTION FOR EXTERIOR WINDOWS AND DOOR5. 8301.2.1.2 8. PROVIDE WINDOW CONTROL DEVICES IF REQUIRED A5 PER 8312.2.2. _. . .. .... ... ....- . . . . ... ...... . .. ... . _1111 . . . _. _- 11. ALL HABITABLE ROOMS MEET OR EXCEED LIGHT .. .. ... ._. _ -.. . .-.. ...... - ... . . . ... . ...1111. _. -._.. . . ._. . . .... - . .. .. . .... .1. ... .... -.. -.. _. .. .. ..... . T r.� AND VENTILA ION REQUIREMENTS FOR ROOMS THAT DO NOT, LIGHTING 5HALL BE PROVIDED ELECTRICALLY AND VENTILATION 5HALL BE PROVIDED MEGHANIGALL'r. ,�• : 10. PROVIDE MIN. �" GYPSUM BOARD UNDER 5TAIR % tY PROTECTION A5 REQ. y/"' I„', 11 _/,. ; - . 11. AT 5TAIR PROVIDE 34", MIN. 38" MAX. HIGH "- rl `! "� �' - ` ,. RAILING NOT TO PERMIT A 4” DIA, 5PHERE TO "01; ` ' "- PENETRATE v � ` s ,,,� ,.. .s I _ f;' ; I ,..... ....., t :'.::...... a ,i I :: : ! : is ii : :i "I I ;1111.. ...i... ........ ........ .._.,_ --._ -_...,.—.. .1111._ ....- 11...- ........ ........ ...--. ........ ........ ........ _..... ........ ........ ....... ........ ._..... _------ 1111.-- -0...... ........ ....... ........ .....- ..... I1 i : I i I I !3 i..tm4: `' ^, i.......... ............._........................................................................................................._................................--......._.._..............-..................................,....................-----................, ! . : :i i: ................................................................................................-........._._..._............................_.........................................................................................._............................................................................................................................................_................................_................................ ; ....... ........ ........ ..........I :: 3 __1111 i! :: :: :i : 3' ; ..................................................................-.-...--...........-..................................................................................................................................................-------1...-, :: i s i i ..................................................................................................................1111 :i1. d.dd ' . . .. .. . I: i i....... ...n.b 1111... ........ ........ ........ ....{_; ..........................--....-..........................--.......................................................................- i1 Ii i I ! ! r ,,,.q ,, --- -1111. 1111... 1111_. ........ ....'.I I :: i......... ........ . ."iiia i'.....I... . I i .,, .1.... ......I. ....... ......... :! 3 ....._..-- -.....................-.........--...-.................................. --- : , : ! : -.......-......_.............................................................................................................. ......................................................-.....-..........1111........._ ............................. .................. ........................................... ......... . / ,. / �v i / i ,i,. {. 1111... ........ ........ ........ ...i_; ........................................_...................................... ........................ ,; : ......_._.i................................._------............... i' / ap I �" �/ 'y' I'll 11 ---R......... ..................I..............._............_........_......_.....y . I___. ........_:..:........................................_...........: I i ,y„� : :,...... .._.... ........ ....... ...I---- -----_. -..... .,--- I /� �' ///��� /� I ; t .........'.1.........-...... ..................I..... //,ji•-y •j! � E j �� �o>, ;; i! l ............I................. .................-.1 1- ij 41, E : :; Ii ........_:......_......... .--......---0._. :I :: : :: . i ..............._.............. ..........__............._`; 1111 ........ ; "X2 " STEEL NEWEL POST W/ STEEL RODS POWDER COATED BLACK NOT TO PERMIT A 4" : it �� DIA. SPHERE TO PENETRATE W/ : it36" HIGH J"X3" 50LID WOOD : it: itA: it -10: it is ' TOP RAIL TO MATCH DECKING (BLUE5 T ONE 5U�AGE) It i; ( PROVIDE FIRE BLOCKING (D) SGN�D I t it A5 REWIRED I RED TYP. BY OTHER. : t..................-._................................._.........c.......-.................----.......................__...................................................... ......-......--------------------------- . ..................._........---.................--,....'-'-I-------'-------------------------.......__....................... ....................................................------............---.........-----............. ........................_..............................................................................................._........................................................................_.........._._..........._..............._........................................._..............._.............................................................-----...----...................... I _ ..--.........--..........................................................-................ ...........................................................-........ ........................................ ...................................... ............. . ...........-.........._--............................................ -...... ....... -............................................. ......._............_............_....__.._....................-..............................................-...... ............................................................_.................................... ----..................-------------------------------......, 1 ": - i it : .............................._........................................................_.............._..._......... u�! In ......................................................._. _............................................................................................ -- : : i : s — —Q•; J ENTERTAINMM WALL rI - - - - - - - I- - - - - - - - - - I °� :: :: :: :: : :: : :: " 6'-2 3t 21_511 26� /_" I6'-b? : 5'-q " ! 13'-2i" _1.1.1__1, i -V I -- - —- - --. - :i 8I :: it it - - - ---- _ �- "i I 11: i I �i _111.1.- - - `' O • _._-._........... I _ i -- - as I - I R -............ - --1111._.. -1111--.....- 3 L C�YM - - - - - - - � _° - - ,� ,C,. A-{I0N � it C� T i C� 54t L I == 0 I - _ - A o"? "� w VAN o I i : itD }m} _ _---.._---.._.__._...._.__............I �, 5 cam' 13 : : pM : i :1 i ........: it ........ ........ ........ ........ ........1 : : ... ............1111. FIRE FROTEGTION OF FLOOR�5 ; A '< '- ...............................................................................................-.............--! - PROVIDE (i) LAYERS MIN. " GYP. I (1 z � �. � I o-s t O nl BOARD MEMBRANE, " WOOD d = ; O W L IL'l : t STRUCTURAL PANELS, OR EQ. ON THE „r E � : 1.i cc] UNDERSIDE OF THE FLOOR FRAMING en o-lo O Z W A5 PER R302.13 EXCEPTIONS: (4) �' IT Q /452=\-- w > �ale u a o /. ��� �- �2 of Z =Kv ; : �4�� 7 -0 luHALL n 0, VAN BEN'.H �t 4 L 1; 11 . , O c (�� a Oi _ w! I � w �"' ryoi II....... .......................-........................................ ..... 1-11............... t......_..._......_.._._...._.._..........................................................: - �'�— z : _ — — _ .........--..................................._.................----.------....1111.....: ,. --- .--- ---..- --- - _......... : ; I I € ! LANDING: : ,1111 1111. o-n I I . I 5'-0" X 10'-4" � Z ; u; ? i : _ , I o-s _ R. �- tt I tt 0-13 i-iI AI % i p w O: \ O: 2'-0" 7'--I" 8'-5 " q'-0" CASED OPENING I1�" 2"�„ I I 12'-2" 6'-10" bt_5 it _ _ I'-3"! I ISSUED: 5 6" ! I , - -- — 1. o - - 1 I i I I Il TO AHU/E o - -- - - m 2.1.2022: ZONING REVIEW A j I o-I f-0 ? .��`� _ - - - _ O A 2.25.2022: CLIENT REVIEW -300 : L I_ _ ; ��� - 0 ® - UP ISR i I - o0 3.23.2022: CLIENT REVIEW i F.D. I I I 8 MAX RISE 5/8" TYPE "X" OYP5UM BOARD ON ; ; I I f QAUNDF�• f0 " TREAD 4ENT REVIEW Y 3.31.2022: CLIENT REVIEW WALL5 AT CEILING MIN ENTIRE i LBW '- I- LBW *-I 5.2022: CLI -- BOILER ROOM VENTILATION A5 I I 1. L I / 4.27.2022: CLIENT REVIEW 7 7 o _..........__77 .............. __1111... ---- --- ---- -............. : : : . PER NFPA31 REQUIREMENTS _................ .....11..11.................... : �._. : _. : : : I : : : 5. 1.2022. CLIENT REVIEW -*, r I _................................................................_.......... ................................._.............._........................................................_ : LBW J LBW .....................................................--..........--............................................................--------.....-------.......... , 6.16.2022:CLIENT REVIEW / / : __""""".' ........... _ __.: ___1__ _1__-11... ............... ..... ........__ 1111.. PROVIDE FIBER A ; ; ............................................._....................................................................................................................... ......... ................................ .............................................._. GL 55 11 MEMBRANE LINER UNDER 6.29.2022:CLIENT REVIEW -- _.............._: FLOOR TILE WITH FLOOR G 9.20.2022: CLIENT REVIEW DRAIN AT WASHER LOCATION AND VENTILATE -300 9.28.2022: CLIENT REVIEW DRYER TO THE EXTERIOR 10.5.2022: CLIENT REVIEW : ................................................................................-.........--------........--...............................................I..........I...I....... 10.25.2022: ISS. FORH.E.R.S. 12.2.2022: ISS. FOR BOARD "X2 " STEEL NEWEL P05T W/ OF TRUSTEES WETLAND STEEL RODS POWDER COATED BLACK NOT TO PERMIT A 4t� :i DIA. SPHERE TO PENETRATE W/ s : : ...-.............- - I.... .. .......--.......--..................................1. : PERMIT ............................................................................. ......--...............................................,.............................: :..-------.........-._.............--..................................................... 12.5.202. ISS. FOR LAN USE : ----.................. 36" HIGH "X3" 50L(D WOOD I TOPRAIL TO MATCH DECKING . :..................................................... ... ..........._........................................_........................................................... ..................... ....................................................................................... i - .................................................................._I 12.14.2022: ISSUE FOR PERMIT ; 1.3.2023: CLIENT REVIEW ........._I i -........................._........._............................i ; : : : 1.24.2023: ISS. FOR --...._...................." -..............-............. ; WETLAND PERMIT ; I 3.15.2023: ISSUED FOR PERMIT DLSIGNED BY: B.C.G. S.M. ----------------------------------........-_.......--------------------------.-.._. CHEC KED '+� BY: _........._....................................................................-............ ........................................................_......_.................................... .................... .............-..............1. .. ll.�y.lJ. J� ..-_-._....._-_--_1_111._-_------_ / ,. :........................................"..-...................................................................... • 11_11._.._ 1111 DATE: 12.3.2021 -------- ----.._..---------------- ( B PROJECT No: L�11 ri-II.-N—FlINUSH PLAN�l -300 21050 � �.f -10 SCALE: I/4" = I'-O" OF 25 -300 -soo -.. .. ..- ... .. 1111.._. 1111.... ... 1111.... ................ ... .. ... .. 1111.. 1111 ..._.. ._.. ..._........ .. 1111 _. ... .. ............. .. ... 1111.. - 1111. .. ... 1111. _... 1111.-... .. .. ._ .. 1111 1111 1111. ... .. ... .. _.............. _1111... .. . .......... .. 1111. .. 1111 - ._ .. .. L WARNING: _1111. . ...... .... __. ... ...... ......... .. ._. ... . I[ ANY PT:RSON.!.!NI.F_SS ACTING! NDI.R"I lif- A [ 10,1 [)Akc'H![I.c'I,"T(�AL.CFRAN _ ITEM IN ANY\VAY. IF AN ITEM i:- Y '� a ;' �; -ABFARING"T�HI: SEAL OF AN FIS ALTE:RED, T'HF. :1I-TERING ARCHITF..0"T'SH;1LL AFFIX TO IHS TIFR ITEM THE SFA[..AN'D THE NOTATION"ALTERED BY" G <.� FOLLOWED BY fTIS i[iLR SIGNATURE ANDTHE DATE OF SUCII Dt^SiGPD BY CTr�F�1 ALTERA`C'IO\,AND A SPECIFIC UESCRIPI-ION OF'T'IiE AL'T`EktAT30N _-1111..._.._...... . ........ ; 'I I ...... ..... ..--. .. ..... ... __ .. 1111 .. .. ... ... ... ... ..... .. .. 1111. 1111 ... .. 1111 ... ... .. - ... 1111. i� y 75'-O" 2'- -0 NALL TYPE LEOEND ' 201-0" =i 2X4 WOOD FRAME WALL H " 8�_ rr ._ 23' 14'-0" 2X6 WOOD FRAME WALL ......_......__........._-------------------......-.................................................... .............------....-...--------....--_-._.-_----.-..._--------.....__-----_--__--....................... 2X10 WOOD FRAME WALL j .....__....----_..............._._..._._.._.._._-___.._._-----.-...-------1111_..-_1.111. iI ..-....-----....11_11.._.-1111._.--.........._. .__.-..-..--------------------- ...... . ..............__......-_.._ _.-......_......................_.........-------------..._._..._.._............-------------------...................._............_....... I I I H HEAT DETECTOR INSTALLED PER _.._......,...._... ----------------......._.-_..._.............__........_ _..__...._...--_---------------._.._.......----------------......_...................._..------......._.._........-................._..__-----1111..__._..._......._............__.... ------- � GTO O O O RG -1111_. __.___........_._..__....... __......__...__.._..__--- _.............._.......----------------__-.........-........... i SECTION N R514 F 2 2 N`(5 ....1__111......................._. ...............__..-.-.------ ---.-- ..------------------.--.-.--.--__....._......_._.._._...._----- . _..................._.._. . ........__.... ...._.._, ,,._._......._................._............_. .__..-______.__........._...------------------.-.--._--_................... _....__.._---.-------_.___...._....._.._...._...----_----.......--------- I SMOKE DETECTOR INSTALLED PER ._.._..__..-_--.._.._-.--11__1.1 LINE OF 42" US i�LANTER I _........_........-...__..... _�..._..-- _._...._--.------____...--_...-...................__--........---111_1-. DECK PLANTER SECTION 8314 OF 2020 RGNY5 EEO _ ._ f - - - - - - - - - - - - - - - - - - - - . 7 ................._............................._.._.......... _.._.....-....._..._......_.__._........_.._......_._._........_--------------_..._.-..._......._.....__.__----.--1111.-_._...._�.._....___. ---T___ ....... ___.......-.---_.._......_.__...__.-__-__-....._ ..............._._.....-__1111. : � -----_._.-._..._.._......... _......_.__._-_...._..,.__---- _-.-------_.._..._...------_..-.-- CARBON MONOXIDE � SMOKE .................. .11.1.1.--.-......- 11 i DN 5R I Q 51� COMBINATION DETECTOR INSTALLED PER SECTION 8315 OF 2020 RGNY5 -------- SAX R15E Ib'MTREAD � � >_.................................................................................................. IiONCEAL MOM, I 1 ----__--------------- L5 I Or-I � PLATE HE I C HT W ITH 2x6 STUDS ALL ._.....1 --------- ® 16 y O.G. W I TH GYPSUM BOARD CONSTRUCTION, UNLESS NOTED OTHERWISE. - � •moi;",��. ///'/ I i. ... -,_...........,___.........__._.-_1111... ......____ ................................ _ - 2. ALL DOOR ARE TO BE &-O I N HEIGHT. VERIFY y I Do GH O I G �, I WITH DOOR MANUFACTURE ON ROU PEN N, 3 ,BLl E TONE wTzr,CE; DIMENSIONS PRIOR TO FRAMING. r"AT 10 (ML04 3. PROVIDE 2X6 SOLID W00D BLOCKING AT 48" ! A.S.F. AT EXTERIOR NALLS. ADJUST BLOCKING PLACEMENT AT SNITCH LOCATIONS. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I 4. ALL WINDON5ARE TOALIGNWITHINTERIOR I ' - LINE OF - j - J DOOR HEIGHTS, UNLE55 NOTED OTHERNI5E. 103 O 105 106 I DECK ABCJv1E i 104 i 2 5. ALL BATHROOMS ARE TO HAVE MOLD AND... ............................ .. .. . 1111. . .................................................................................................................................... MOISTURE RE515TANT 5/8" THICK GYPSUM _ ( -- - ---- -- DN DN DN IR IR D IR I BOARD. II I 102 6. ALL BATHROOMS ARE TO BE MECHANICALLY j J I VENTILATED TO EXTERIOR KI f~N `"� -- 7. ALL VANITY, TOILET AND 5HONER5 ARE TD BE (DE510NED BY OTHEI� ............................................................... � j j d SELECTED BY OWNER AND INSTALLED BY A {...............-------11.11......................._ LICENSED PLUMBER. 43 I I I I 8. ALL AREAS W1THIN ONE MILE OF COASTLINE AND Lu THE AREA EAST OF RIVERHEAD ARE REQUIRED TO HAVE WIND-BORNE DEBRIS PROTECTION FOR ......................'.......... EXTERIOR WINDOWS AND DOORS. 8301.2.1.2 ............................. € of 72" PREFABRICATED LINEAR DIRECT a. PROVIDE NINDON CONTROL DEVICES IF VENT GAS-BURNING FIREPLACE MODEL I I ( � I - I DRL6000 AS MANUFACTURED BY I _ REQUIRED A5 PER 8312.2.2. = I I SUPERIOR. PROVIDE SURROUND PER 2020 - 0 ` I RGNY5 4 MANUF. RECOMMENDATION 10. ALL HABITABLE ROOMS MEET OR EXCEED LIGHT I � 0 I 3 o AND VENTILATION REQUIREMENTS. FOR ROOMS THAT DO NOT, LIGHTING SHALL BE PROVIDED I D I.......................... ELECTRICALLY AND VENTILATION SHALL BE C '--AT .0QM I f L................................................................ PROVIDED MECHANICALLY. AREA ® I I 11. PROVIDE MIN. PROTECTION A5 PG�Y`PSUM BOARD UNDER STAIR �- - I............. I I I 12. AT STAIR PROVIDE 34", MIN. 38" MAX. HIGH v> - RAILING NOT TO PERMIT A 4" DIA. SPHERE TO W es ( pJ,lpj - PENETRATE w I O � Q 5'-6" X 12'-0" p 13. AT LANDING PROVIDE 36", MIN. HIGH RAILING Z Z FANvT�`T` NOT TO PERMIT A 4" DIA. SPHERE TO PENETRATE p 5� 2'-01 W ea o42" CA5ED I-��� 10'-0" CASED OPENING 13'-11"- `t' I a" OPENING 14'-0 " `y lil > - - - I 101 - - - - - - - - - - -- - - = ou . ............. .. 1111. , 101 72' DESK - - - - DN ISR O =«d L :o IOTA ��� u,-' ' r C'7 O 8 MAX RI5E 4 �sr iN��s j Z ............................ in i " 'TREAD GHA5� 5-2 I-4'j . 1 100 1-2C�Y4� 0F'I.TI r0 f+�Bo�IE 5/8" TYPE "X" GYPSUM BOARD ON A WALLS 4 AT CEILING MIN ENTIRE _moo ISSUED: -300 I z UP ISR BOILER ROOM VENTILATION A5 n p 84" MAX RIS GHASw PER NFPA31 REQUIREMENTS d�ii d IO " TREAD LANDING: _ - _.__. ----------1111._--1111..-..�--__...3 2.1.2022: ZONING REVIEW --- O 51-L" X 10'-4" 2 \ ....._...... _1_11.1__ ...J 2.25.2022: CLIENT REVIEW ...ter... I-I i _..........._1111.. . �\ 3.23.2022: CLIENT REVIEW - - - - - = 3.31.2022: CLIENT REVIEW 4.5.2022: CLIENT REVIEW N I C 4.27.2022: CLIENT REVIEW _moo 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW 6.29.2022: CLIENTREVIEW 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. ...._---------------- � 12.2.2022: ISS. FOR BOARD 111 13-0 6� ........................... 24'-Qr ��_3rr I3'-3�� OF TRUSTEES WETLAND ............. .. ...........__.........----__------------------------------............------.__...--------------... ......................................_...... ._....................._....... .---. ........1111...-----------_-----------.....-._-......------------------.------------ ...............1............ 111---- --.................._._....---------------------1111.------- --- ------------ - _ l ___1111 2-0 &� 1111:- 60'_0" " PERMIT - -------------------------- _......_.._._. b 6 ..-.........__..........-- .------------------......._.......................................---..........._........... ............................................._..------------------.............._... . 1` _...........-..._.......1111..----------1111-----.--... 2.5.2022: ISS. FOR LAN USE ---------------------_------------------+ --......---------------_------................... ..-... ------------................................_...................-...--- 1_........11.11-------------.----..-........._...........- .......................... ..........__............_.._....---...._............_.._...._..._..........-------_....-..........-.......-------..-----------------..-- 12.14. 022: ISSUE FOR PERMIT i 1.32023: CLIENT'REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT -.........._-_............................ 3.152023: ISSUED FOR PERMIT' -_.-. ------- ---- .-._.. ._.... ...... .. -1111__ ........ ........ ....... ...... --------------- _._. ........ ......_ 1111._ ...-.. DESIGNED BY: B.C.G. K S.M. --1.111 ...-1_-.----------------- - .. ---- CI IECKED BY: B.C.G. _.-. _.._.._------- DATE: B 12.3.2021 ...1_...1.....11. ....._.... ....................___1111.-.._....._....... NA-500) PRO.IECT N..o 21050 L4 ................. .................................. .... r1_1\_F1R5T FLOOR FLAN - 101. r A-101 SCALE: 1/4" = 1'-0" OF 25 --------------------- ----------.............................. ----------------------------------------- --------------------------- 2l0` 411-101v-gT .......... - - ...... ... . Ola.... . ..... ... ...... .. -- - 201 ......... . .... , .......... --------------------- ....... ------------------------------------------ -011 b it 101 -511 1 T-0 41-411 41-4�11 1o__ 2X4 WOOD FRAME NALL ------------------------ ...................... ------------------------------------------------------------------ ........................................ -- -- - ---------------------------- ------- - -- ---- -------------------- -- ----- - - ---------- ------- -------- .............. ....... .. ..- j I ....... 2Xb NOOL,) FRAME WALL /E3 2XIO WOOD FRAME HALL 1701 0 0 A-50 N HEAT DETECTOR INSTALLED PER, 5EC71ON 8314 OF 2020 RONY5 SMOKE DE7-F_r,70R INSTALLED PER WARNING: SECTION 8314 OF 2020 RCN'T5 11 A VIOLATION Of THE(A\VFOR ANY PLRSON.I N 1.1 SS ACTING ...................... I'N')I:R HIT D OF III IV I CAR50N MONOXII��E 4 SMOKE I ICI�,Nl;f 1) KCH I I I CF.TOAl 11 RAN COMBINATION DETECTOR IN57ALL-EM FIT M IN ANY NY XVA)�,I F A N FIT,%,I ------------------------------------ -------- ----------------­---.....-------------------- --------- ------------- ------ -------------- --—-------------------------------- -AL OF AN ............................ .................... -------------­........ PER 5EC71ON R315 OF 2020 RrN'T5 BFARINGTFIE SI, ------------------------... ............. ---------- ------------ N A R C 111 I'l EC V 1S A LTE R E D, T-HE Al.TFRING ARCH111-CTSHALL AFFIX TO Ills "HER ITEM THE SEAL AND THE !,' k'R� �/ �;=.N�' NOTATION"ALTERED BY" 210 PENERAL NOTE: FOLLO'WED BYIIIS/IIER SIGNATURE ......................................... ....................... .......................................... ------- ---------- ---------- - ------- .............. ............................................... ............ ................. .............. .......... ....................... ............................... AND THE DATE OFSUCII ........... tu ALL HALLS 10'-IA" PLATE HEICHT NITH .2xb ------------ STUDS ® 16" C.C. WITH0YP5UM BOARD ESALTERAI D CRIPTIONOION,AND A SPECIFIC FTFIE ALTERATION ­­---------- -------------- T CONSTRUCTION, UNLESS NOTED OTHERWISE. .................. -72" PREFABRICATED LINEAR DIRECT 2. ALL DOOR ARE TO BE a'-O" IN HEIGHT. VERIFY VENT GAS-BURNING FIREPLACE MODEL WITH DOOR MANUFACTURE ON ROUGH OPENING DRL&OOO AS MANUFACTURED BY DIMENSIONS PRIOR, TO FRAMING. SUPERIOR. PROVIDE SURROUND PER 2020 Rr-,NY5 YIANUF. RECOMMENDATION 5. PROVIDE 2X6 SOLID HOOD BLOCKING AT 45" ........................-------------- ...................................... ....... ................................... ................... ...... ... ........ ...................... ... ........ ............... A.5.F. AT EXTERIOR HALLS. ADJUST BLCOKIN5 ...........I i ................................. ...................- -------------------------------- .................................... ------ ..................... ............ PLACEMENT AT SWITCH LOCATIONS. sa cli: ....... ------- ---- _----- ---- _- __ OPTIONAL: AT BATHROOM WALL LOCATIONS PROVIDE TIMBER5TRANP LDL FRAMING O LINE OF KALL BMO�q PROVIDE FIRE ............- LUMBER AS MANUF. BY WEYERHAEUSER OR ne 5611>az, BLOCKING AS REG. TYP 205 ...... EGUAL. VERIFY NITH BUILDER ON LOCATIONS. 4W CASED a-l< II 1-loll 21-611 qll OPENING III............ 4__ 4. PROVIDE ONE (1) ADDITIONAL LAYER OF ON ON SEE 2-12 THICK PLYWOOD AT HARD NOOr7) FLOORINO TH A -A5 AS REG OVER T40 5U5-FLOOR. -­-------------- 5. ALL BATHROOMS ARE TO HAVE MOLD AND VAN ... ....... ........ BENI ,-H MOISTURE RESISTANT THICK GYPSUM ................................... X ........... 4:211 >( BOARD. �u i 4, N N ------------------------------- .... .... ­. 6. ALL BATHROOMS ARE TO BE MECHANICALLY ------------------ VAN O ®! ......................­­ VENTILATED TO EXTERIOR -7. ALL VANITY, TOILET AND SHOWERS ARE TO BE .................... -------------- 4­ W42) .. ........ ........ ....... t SELECTED BY ONNER. AND INSTALLED BY A ® ,I _ _TT_ LICENSED PLUMBER. w� ­.......... ........... O e;l. ALL AREAS WITHIN ONE MILE OF COASTLINE AND THE AREA EAST OF RIVERHEAD ARE Oo 2-14 -BORNE DEBRIS REQUIRED TO HAVE HIND PROTECTION FOR EXTERIOR NINDON5 AND 2-1 2­1 DOORS. 8501.2.1.2 i 0 ---------- q. PROVIDE WINDOW CONTROL DEVICES IF ru �iE �g -1(W REQUIRED AS PER R512.2.2. 4W CASED 1 11 I . t _7 2 1 I 10-II b'-O" OPENINO L -5 411 Ia. ALL HABITABLE ROOMS MEET OR EXCEED LIGHT AND VENTILATION REGUIREMENT5. FOR ................. ------------... _r_L O <9> _j L ROOMS THAT Do NOT, LIGHTING SHALL BE 5ATH PROVIDED ELECTRICALLY AND VENTILATION HALL SHALL BE PROVIDED MECHANICALLY. ------------------------------ 0 2-4 <9> F.D. VAN -e 11. AT LANDING PROVIDE 56", MIN. HIGH RAILING 5/a" TYPE "X" GYPSUM BOARD ON4. !N H/A L L NOT TO PERMIT A 4" DIA. SPHERE TO J, HALLS $ AT CEILIN5 MIN ENTIRE PENETRATE EEW,H BOILER ROOM VENTILATION AS 1 -1 1 L----------- PEP, NFPA51 REQUIREMENTS ----------- ........... ............... ......... ..... ........... ........... ..... ............................... ..................... LANDIN(5: ......................................... ......... ..... ...... 204 43 VAN PROVIDE FIBEROLA55 MEMBRANE LINER UNDER 51-011 X 101-411 51-2n C4 -611 ------------------------------------------......................... ON ISR FLOOR TILE WITH FLOOR DRAI N AIN AT WASHER ......................................... LOCATION AND VENTILATE DRYER TO THE EXTERIOR b'-b" e�4" MAX RISE 1 151-111 10�" TREAD 121-611 42"10. -------------- ------------------------------------------------------------------------------------------ ------ 5A71-1 . . . ... . . . a ................... FollrER I I Alk OPEN TO EEL-ON Q0 A #4 I II t!0,0) CHA5E ---------------------------------------------------------------------................................................... ------------------------------------- J ON 2>1 ------------- ------------­----- — -- - OF-R'ONT oo o0 00 00 \1 L2-_N� *----------Sk..........*---------------­------------- ------------------------------------------------------------------------------------------------------------------ - CIOVE R FLAN-17-5,1 202 02 2olA 201 I ENTR"r PLAN77_;F,� ESTONE .. ............................................................................................--------------------------- . ........ ....... . ........ ........ ....... ...... ........ BJRI AGE) ... ........ ........ ....... ........ ....... ...... ........ ........ ................................................... .................... ....... .................... ...... ........ ....... ........ ........ ......... ...... ....... ..... ........ ........ ..... ........ .. ........ ... ON ....... ....... .... ­.. ........ ........ ........ ... ..... NTF�v, 216 2-21 (BLUIES70NEE G 5UF,7FAr_E) -500 ON 2R ---------- ........... ..................... ................ ........... ... ...... ..... ------------ ................................................................... E i -----........ ............. ............................................. ........... .......... ............... L.J ..................................................................... ................................ ........................ ................................ ............................................. ............ a, ............ ......... .............................E I i i j A � � �7,.............................. ............................. �D .............. ...............................................- _2 C,A F, (0 .................. (PEA 64RAVEL Ln U eURFAr-E) ................................................ ................................ ................................ .............................. ................... IN5TALL 5/a" TYPE "X" FIRE ................................ ................................I........ RATED OYPBUM BOAR17, ON Z NALL5 $ CEILINO ADJOINING LIVING SPACE U 1:4 ISSUED: 2.1.2022: ZONING REVIEW 2.25.2022: CLIENT REVIEW ---------- 3.23.2022: CLIENT REVIEW 3.31.2022: CLIENT REVIEW 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW -500) 6.29.'2022: CLIENT REVIEW 21Ilk - 41-0" 41-0" 41-0" 2'-5" [ _1 L !1 � 9.20.2022: CLIENT REVIEW 6-5 I le 9.28.2022:CLIENT'REVIEW 21-011 61-611 211-oll 221-011 10.5.2022: CLIENT' REVIEW 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND PERMIT 12.5.2022: ISS. FOR LAN USE ------------ 12.14.2022: ISSUE FOR PERMIT IL 1 1.3.2023: CLIENT REVIEW rj---� sF.C'140ND FLOOR PLAN -------- 1.24.2023: ISS. FOR SCALE: 1/4" 1'-0" WETLAND PERMIT 1�zi jo 3.15.2023: ISSUED FOR PERMIT ---- --------------- --------------------- --- ------------ -—------------------------------ ------------- .................. ------------------ DESIGNED BY: B.C.G. & S.M. ................ CHECKED BY: B.C.G. -----------------------------.....­­­­ -------------------- DATE: 12.3.2021 PROJECT No: �2->4 < 2-01 <e> 21050 A- 102 OF 25 SCA4EDULE 1N -jOR 2QQ9 SCHEDULE h1 �� - ALL WINDOWS/ DOORS TO BE OKNOPLA5T - ALL f700R5 SHALL BE SELECTED BY BUILDER (VERIFY WITH OWNER PRIOR TO PURCHASE) < `'•<`' 0 - EXTERIOR FINISH: BLACK - VERIFY DOOR 5WING ON PLANS PRIOR TO PLACING ORDER. - INTERIOR FINISH: PRIMED AND PAINTED (TO BE SELECTED BY OWNER) - INTERIOR FINISH: PRIMED AND PAINTED (COLOR TO BE SELECTED BY OWNER) - HARDWARE FINISH: OWNER TO SELECT - HARDWARE FINISH: OWNER TO SELECT 9 - ALL WINDOW HARDWARE $ FIN15HE5 SHALL BE APPROVED BY OWNER W/ WINDOW REP. - ALL DOOR HARDWARE 4 FINISHES SHALL BE APPROVED BY OWNER PRIOR TO PURCHASE. - CONTRACTOR SHALL VERIFY W/ OWNER WINDOW OPERATING LITE5 $ DOOR ACTIVE PANEL Q1, _ �e" BEFORE ORDERING `J 0417'fl �' 1� - PROVIDE WINDOW CONTROL DEVICES IF REQUIRED AS PER R312.2.2. - SEE GLAZING NOTE ON SHEET A-003 PRINCIPAL BUILDING INGIPAL BUILDINO WARNING: I"I-IS A VIOLA][ON UI 1 HE: LA\i' FOR ANY PERSON. E-NLL.SS ACTING FLUOR WINDOW/ FLOOR t Nl)I-.I:"I III IMF( I IO\(* A LEVEL DOOR MODEL DESCRIPTION RATION Ce NOTES DO 5WINO SIZE E ICLNSFI)ANCIFTI i LCT, Ftp AI I LR AN LEVEL ITEM IN ANYWAY. IF AN ITFM BEARING THE SFAI,OF AN ;�RCHIT"ECT IS ALTERED.THE: 001 6"-0"w X a'-O"h SLAID�R SLIDE 0-I RIGHT 3b°X`-Ib" AL.-T'ERIN(;ARCHITI-CT SHAI-1.AFFIX TO HIS/''HE.R ITEM TETE SEAL AND THE NOTATION"ALTERED BY" 002 (2) 3'-O"w X 5'-O"h CASEMENT L ! R EGRESS o-z RICHT 36"Xqb" LABEL "C" ASSEMBLY FOLLOWED BY ITIS IHER SIGNATURE m O . AND THE DATE OF SUCH AL•T-L'l:. CION,AND A SPECIFIC003 0-3 R / L (2) 24"X116" DESCRIPTION OI:THE ALTERATION ERATION 100 2'-O"w X "7'-O"h CASEMENT RICHT EGRESS <9> -a SLIDE 30"X16" POCKET DOOR -- ------ - ------- ------------------------------- ....................... ....--------- --- --- — ....- - -.._..- ----- ---- ....._....._...........----- 100A 2'-O"w X 2'-q"h C5. / PICT. FIXED TEMPERED o-5 RIGHT 30"Xqb" -- - -- -- -. ........_- 101 2'-O"w X -I'-O"h CASEMENT LEFT o-a RIGHT 24" SAUNA DOOR PER MANUF. IOTA 2'-O"w X 2'-q"h 05. / PICT. FIXED TEMPERED o--1 RIGHT 36"X416" _........................ ................................................ ....-......................................... ...--------................... --------.......... ................... ............_ ................... ..............................--------------................._............................................................._....... ----..............._......... ® 102 3'-10"w X q'-q"h C5. ! PICT. FIXED TEMPERED o-e LEFT 36"Xq6" 103 (4) 3'-10"w X q'-q"h GS. 1 PICT. FIXED TEMPERED oa SLIDE 30"Xqb" POCKET DOOR I-- .... .. .. _... ..... . .... --------------------------------- ----- .... . .._. ......... - . . ......... ..- 104 I b'-O"w X 1-1,-q"h PATIO SLIDE CUSTOM ORDER o Io LEFT 30'Xqb" IL SL IDER 105 8'-O"w X q'-q"h PATIO SLIDEo-u RIGHT 36"Xqb" SLIDER ------------ .- - -- '......---ti--....._.------------ ...... . -- ._........-.....................-.....-................................................ .... -- ......._-..-.-------------------- -- ....-- IOb X q-q h PATIO SLIDE CUSTOM ORDER o-iz RIGHT 36 Xci6 5LA55 DOOR O SLIDER O - - - --- - ------------------------------------...... ........... - - - - - ........ --- ----------- - 107 2'-b"w X b'-0"h CASEMENT LEFT (-( R / L (2) 24"Xq6" 200 3'-b"w X IO'-0"h CUSTOM TO BE SELECTED INSWING I-2 LEFT 50"X1,61,FRONT DOOR BY OWNER 00 (5) 3'-6"w X 10'-O"h C5. ! PICT. FIXED TEMPERED i3 SLIDE: b0"X1:76" POCKET DOOR '/':: - - --- -------------------...............................--- - - - IL 201 (2) 3'-O"w X 7'-O"h CASEMENT L / R F-ORE55O --._.._.._ - - --- - - --- --- ----- --- --.......-..... --- I-4 LEFT 3b Xq6 ......- - -;' 20IA (2) 3'-O"w X 2'-q"h C5. / PICT. FIXED TEMPERED IL I-5 RIGHT 36"Xq6" LABEL "C" ASSEMBLY 202 3'-O"w X 7'-0"h CASEMENT LEFT z-i LEFT 30"Xq6" ," .;^ •, 02 3'-O"w X 2'-q"h C5. / PICT. FIXED TEMPERED 2-z RIGHT 30"Xq6" _ ------------ -...........-.........................................--........ _.................................. ._. -..._.—....---------------------------------------------------------------------...............................--.._.__................._...._................................- -- - -- - 203 2'-O"w X 5'-b"h CASEMENT RIGHT 28 RIGHT q 204 2'-O"w X V-6 b CASEMENT LEFT z-a RIGHT 36"Xq6" y. 205 8'-O"w X q'-q"h PATIO 5L I DE2-5 LEFT 30"Xq6" O SLIDER " .......- ....... . . ....... .._.... 20b 3'-0' X 6'-O"h CASEMENT RIGHT z-v RIGHT 36"X016" PATIO P 20'1 8-O w X q'-q��h SLIDE 2-7 RICHT 30 Xq6 SLIDER O 208 3 6 w X -P-6b h CASEMENT LEFT TEMPERED z-8 RIGHT O (2) 3'-b"w X 7'-6"h CASEMENT L / R TEMPERED 2-q LEFT 30"Xq6" ,;y " ,9 ✓� PATIO 5WINC 210 3'-O"w X 1'-q"h OUTSWINGz-(a LEFT DOOR ............................................. - ...........-.............-------------------- - ---....__..__.......................................................- ...--........._................................... 211 (5) 3'-q"w X q'-q"h C5. / PICT. FIXED TEMPERED J <9> 2-u LEFT 30"Xq6" !!r 212 V-q"w X q'-q"h C5. / PICT. FIXED TEMPERED <q> RIGHT 24"Xq6" ....................._...._.-...........---------------..............._.. ---------------- ..............._.........-- ...-- - -----__--_....__.._.. .....__.......- --._......_-..._......_ _ ----- -....---_.._..----.........---------------------.................. --------------------------------.-.-...---...__...._....._.._..................._..-.. -- ...__..................... 213 I 2-I3 LEFT 36"Xq6" O ! i � l O 214 2'-b"w X 6-0"h CASEMENT LEFT <e> RIOHT 36"X016" 215 i z-I5 LEFT 24"Xq6" 216 3'-O"w X '7'-O"h CASEMENT L / R <9> LEFT 30"Xq6" 217 18'-O"w X q'-O"h OARAOE UP / DN TO BE SELECTED 2-n RICHT 36"Xqb" DOOR BY OWNER _.. —.._... ......._.......-.._..._.-..-....._ —......-------- ------------------------------------- .----------------------------.._._-.....------------------- -- _......._._..........-.............................. ........... ........._.............. 218 6'-O"w X q'-q"h PATIO SWING RIGHT / FIX TEMPERED 2-I8 RICHT 30"Xq6" DOOR <e> -Ia LEFT 36"Xq6" LABEL "G" ASSEMBLY ----- --------- ---- z-zo L / R (2) 36"Xqb" 2-zB LEFT 36"Xqb" LABEL "G" A55EMBLY rrW W Q M c ~ W ow U U ►ul v F-a a C) U zo p ISSUED: 2.1.2022:ZONING REVIEW 2.25.2022: CLIENT REVIEW 3.23.2022: CLIENT REVIEW 3.31.2022: CLIENT REVIEW 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW 6.29.2022: CLIENT REVIEW 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND PERMIT 12.5.2022: ISS. FOR LAN USE 12.14.2022: ISSUE FOR PERMIT 1.3.2023: CLIENT REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT DESIG11.;D BY: B.C.G. R S.M. CHECKED BY: B.C.G. --------- - - ------...............--------------------------..... ........... DATE: 12.3.2021 PROJECT No: 21050 A- 103 OF 25 FRAMINO POURED CONCRETE FOUNDATION WALL WITH 30"X12" FOOTING c E CONNECTION (METAL OR STEEL A5 j Ll REQ. ) ® NEW ii WOOD P05T (U.O.N,) P05T ABOVE E_) HOLDDOWN (3) I j"Xq�" LVL (FLUSH) `'DARNING: (ALIGN B.O. BEAM W/ B.O. F.J.) I FIS A VIOI,A I10 OI THF' I.AW FOR ANY PERSON,I NLf:SS ACTING LIQ Of 17z-CK _ - - DLR 11-1F DI I,,F( I I()N'()F A _ --- - - - 'Sn- 't - -- ---- n--- I..-- - - --. ._... N _ H�5 rJX X GHT WITH IIt`ITF�IDARCHI11.C' 10 Al 1ERAN -- `+ I. ALL WALLS TO BE 10'-I�" PLATE HE! ANY NVAY. IF AN ITEM - H55 5X5Xg LINE OF (3) I Xa LVL K/ (2) Xc' �..y „ BLARING THE SFAI.,OF AN -- •WALL ABOVE 5TL PLT5 (FLUSH) �- 2X6 STUDS 0 I6 O.C. !WITH PLYWOOD ARCHFFT:C.TIS:aI..'rrRED, rHF: 5TL COL 5TL COL SHEATHING, UNLESS NOTED OTHERWISE. AIA FRING ARCHITECT SHALI.AFFIX z ABOVE (ALIGN B.O. BEAM W/ B.O. F.J.) ABOVE TO ITIS JiE-R ITF%- f TETE SEAI.,AND TIME I j I 4 I 2. OPTIONAL: 5TUD5, TOP 4 BOTTOM PLATES ARE NOTATION"ALTERED BY" U1 TO BE FRAMED WITH TIMBER5TRAND LSL FOLL04VED T3Y fI[S;ETLR SIGNATURE 3 I "xcl�" LVL D.J. ; 0.. i m LL FRAMING LUMBER AS MANUF. BY WEYERHAEUSER AND THE D,ATc of sucfl I OR EQUAL. ALTERATION,AND A SPECIFIC dAT Ib" O.G. f 4 �(i'Sy o ; vLS�RTPTfO�of 7TTE ALTERATION ; ° p X tL1 1 3. INSTALL FLOOR JOISTS AS PER X I I } O 3 I ( MANUFACTURER'5 SPECIFICATIONS. REFER TO THE LAST SHEET FOR INSTALLATION DETAILS. PROVIDE 8"Xi" THICK 5TEEL "f� TJI 230 PLATES FOR BRACING � " TJI 230 I 3 V x 4. PROVIDE LVL RIM BOARD AT PERIMETER. (2) Ij"x11j" LVL AT Ib" O.G. -I N u1 „ AT 16 O.C.4O mrt } (FLUSH) Q X � — p 5. PROVIDE SOLID BLOCKING UNDER ALL POSTS �1 TJI 230 CANT. (3) I xll LYL (FLUSH) CANT. (ALIGN B.O. BEAM CANT. (2J I xll LVL (FLUSH) p m m I WITHIN THE FLOOR SYSTEM PRIOR TO LOADING AT Ib" O.G. (ALIGN B.O. BEAM Wl B.O. F.J.) W/ B.O. F.J.) (ALIGN B.O. BEAM W/ B.O. F.J.) I (3) Ij"x14" LVL (FLU5H) ; ( - Q `� I OF UPPER LEVELS. Ki J; LINE OF DECK ABOVE - - - - - - LINE OF WALL ABOVE` ] b. PROVIDE ONE (I) ADDITIONAL LAYER QF " )SS �XSx W IOX45 W/ (2) 2X TOP PLATE THICK PLYWOOD AT HARD WOODING FLOORING H55 5X5X H55 5X5X (3) I x14 LVL HDR (FLU5H) �, „ (3) I4x14 LVL HDR (FLU5H) (3) I� x!4 LVL HDR (FLU5H) AND BLOCKING AS REQ. (FLU5H) � - - _._ - - --{�................ - - .........._............. - _. AREAS AS REQ OVER T G SUB FLOOR. H55 5X5xg I H55 5X5X H55 5x5X LBW LBInI I -1. DOUBLE UP FLOOR JO15T BELOW WALL5 W IOX45 W/ (2) 2X TOP PLATE PARALLEL TO FLOOR SYSTEM '�13 LINE OF WALL ABOVE AND BLOCKING AS REQ. (FLU5H) — !26NTIL R NO V LBW ABOVE (2) 1 "X14" LVL W/ LBW ABOVE (2) I "X14" LBW ABOVE LBW ABOVE DOUBLE FLOOR JOISTS AT ENDS OF Q � (1) �"X12" 5TL PLT (FLUSH) LVL (FLU5H) � V CANTILEVERED AREA �z1 I I " m p I -I 13 j CANTILEVERED FLOOR 1015T5 SHALL ALIGN WITH A-113 = I N < WALL STUDS BELOW Q (2) 1 j"x I I t!f UA lu ILL LVL (FLU5H) � 4 v) / (Y f>< ( } J PROVIDE SOLID BLOCKING FROM POSTS/ COLUMNS F - � tIi 4Y w 4- w DOWN TO HEADER AS REQUIRED n = z - �. CANT. f sl I ~ : : I t a CC'S E- ; � ° ftp � ° ° � � ° I ; < m d � Oro x � l I ° n U n ° 4 ° N - I HEADER NOTES w ( O O O z O i I. FOR SUPPORTS FOR HEADERS REFER TO SECTION 8602.7.5 OF THE 2020 R.GNYSIL Z 2. SOLID WOOD P05T SHALL BE 6Xb (NOMINAL) " x INCl)Q I > I I UNLE55 OTHERW 15E NOTED d; . m I a i< �. ., ........... � � (3) 15"X14" LVL CANT. (2) 1 "xll' " I I PATIO 5L NOTE: �.. HDR (FLU5H) LBW LBW LBW -I I j ( EN51ON LV (FLUSH) W IOX45 W/ 2 2X TOP PLATE W IOX50 W/ (2) 2X TOP PLATE _................................__, �..........:.::..::..:...:...::.._...........::::.........__.........._......... I STEP DOWN (ONE RISER A5 PER GODS DIM L ( L ) ( ) ......... ........ ...:..:... ..............._........., j AND BLOCKING A5 REQ. (FLU5H) (2) 1j"X14" LVL (FLU5H) AND BLOCKING A5 REGI. (FLUSH) I (4) 1�"X14" LVL (FLUSH) vE..................... SURFACE -- - �a- - -- LBW ABO T5„P ---�,. - - - _�;F.— F_ ��. - :,E� -_- - - - - - =,r,— - - - - - - - - - - - - - - - - - SLAB WITH -i Q T TO E - - �- - -�� - �� ��,Y� __= �_] E�,�� ��� -� - �y� - - - - - - ] � AL OVER. POURED CONCRETE I � MATERI - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. � 6X6-I.OXI.O WWM OVER GLEAN COMPACTED 501L (2) Ij"x119" LBW ABOVE IL LBW ABOVE LBW IL LBW ABOVE IL EV I =� � � � I ry (3) I�"X14" � � V � } (SLOPE AT 1/4" PER FOOT AWAY FROM HOUSE) ABOVE LVL (FLU5H) H55 5X5X 0 0 p 0 O p O D cv g X p 0 tXV p LVL (FLU5H) NZ i O m= I m= I m = m = m=: '� m= I m= —i m PATIO FOUNDATION lAi NOTE: x I 1 , - O I X f mnr x tL tL t- POURED CONCRETE FOUNDATION WALL5 (REFER TO t- F- W I OX50 W/ (2) 2X TOP t- j2 H 1- m} - p .D m} - °'� - t� FOUNDATION PLAN FOR DIMENSIONS) SHALL BE y �._I d �p .,J -. (3) I Xa LVL Q PLATE AND BLOCKING Q _ = 4 KEYED TO A 30"X12" (MINIMUM) POURED CONCRETE _HDR (FLUSH) - A5 REQ. (FLU5H) - - (2) I5"X14" LVL (FLU5H) - - % s d u . .. .. . _ ,,..,.. ,.. w... .:.:..:.:....................... ,. r.... ... _..... .. -----------------u, -..-...-...- FOOTING REINFORCED WITH (3) CONTINUOUS #b y , r, - P31 �— ........... �— — ----- _ LBW ABOVE H55 5X5X I H55 5X5X (3) 1j"X14" LVL LBW H55 5X5X I LBW LBW STEEL BARS I HDR (FLUSH) ABOVE tu tu cn I 51EEL AND 51EEL COLUMN NOTE5: lu u I� �I � = i m0 t- (3) 2X12 OPEN TO ABOVE ( < ALL STRUCTURAL STEEL TO A5TM A-36 --yX I ti I p O j HDR (fyR-3bksl) AND SHALL BE SHOP PRIMED. —;:-............-.._....W.,........ X } I ca PROVIDE 3/8" THK. x 12" x 12" BASE PLATES AT IY _t m ` "° rnEr U- < m ALL STEEL COLUMNS ^A ` _ I V v I " (4 PLY)PLYWOOD SGRFT• D J V v ( PROVIDE STEEL PLATE 3/8" THK. x 10" LONG x -300 I I I I m p X I TO STUD WALL AT DOMLE j X1 _ X v HEIGHT 5PACE5(TYPICAL) I (WIDTH OF BEAM FLANGE) F cvp I II II Q � I • PROVIDE (4) 3/4" DIA. (A325 TG BOLTS) TO u�I 1 CONNECT COLUMNS TO BEAMS. (3)2X12 cL I PROVIDE (4) 5/8" DIA. EXPANSION BOLTS INTO FOOTINGS AT COLUMN BASE PLATE OVER MIN. .....: I L MN — 1. ................................................ _ �, ,..., ........................................................_................ ......_.---.............., <t I OF 3/4 THK. OF NON-SHRINK GROUT AND SHIMS f........_._ ....--..__...... _ -- A5 REQUIRED. (TYP.) ALL WELDS TO BE E70XX AND MEET A.1.5.0. _................_._...... -_.__...... ..'....................................._................ _._ _ ..... , I ...................... _.....- ......_.._.................................................. _...................................: ........................................................................: SPECS. SECTION I.I?. ALL WELDING, TO BE PERFORMED BY LICENSED WELDERS. G LBW ABOVE LBW ABOVE -500 ------------_.............. -----_._....--- � - -- --- - - LBW ABOVE LBW ABOVE • E I I i ...------...----------I----------------.._....... ~ � z I , � zz I o p� V 4 `� v ..... ..... I O I p � ISSUED: I p 1 2.1.2022: ZONING REVIEW Q I 2.25.2022:CLIENT REVIEW I I 3.23.2022: CLIENT REVIEW I � I _ - - - - - - - - - - - - - - - - - - - - - - - - - - -_ _ 3.3 1.2022: CLIENTREVIEW LBW ABOVE 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW 6.16.2022:CLIENT REVIEW /E3 6.29.2022:CLIENT REVIEW "kA-300 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND PERMIT 12.5.2022: ISS. FOR LAN USE /'''� 12.14.2022: ISSUE FOR PERMIT F�.O ISCO PL. N � LIE REVIE K-l-N\-5EC,,0ND 1.3.0-3 CLIENT REVIEW' -110 SCALE: 1/4" = I'-O" 1.24.2023: ISS. FOR WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT DESIGNED BY: B.C.G. R. S.M. ........__....... ----------------------------------..._.._....__......._...._..- CHEChED BY: B.C.G. -- --- ------------- --------------- ---------------------------- DATE: 12.3.2021 ------------------------------------------------.................-----...._..----.-......................... PROJECT No: 21050 .- . . ..........._................................................._......._... A.- 110 OF 25 FRAM IN(5 LECENt7 cIz ' C CONNECTION (METAL OR STEEL AS REQ. ® 6X6 WOOD POST N.O.N.) A- 00 _300 2X12 R.J. AT 16" O.G. OF ' W/ 2X6 BLOCKING POST ABOVE RIPPED IN HALF" H55 `7X5XJ -_- - - --- -- -- c (3) I "XIS" LVL (FLUSH) - -� -- - WARMING: ' W IOX54 HDR I^V (2) 2X p� GENE L NOTE: I I . . Ir)... 1, IS , -1[ON OF THF I aR'FOR (1 )N.UNLESS ACTING TOP PLATE AND I. ALL WALLS TO BE IQ`-i " PLATE HEIGHT WITH E .UNLE S A TI ;a BLOCKING AS REQ. (FLUSH) I [� I.NSFI)n1:c Ili i[.c"r, rc)nT. LRAN -1\ ( ' 2X6 STUDS 0 16 O.G. WITH PLYWOOD rrFnT IN,aNl \k-:n>>.IF:1N rrF:n'I - - - �, >z 5HEATHING, UNLESS NOTED OTHERWISE. 11EARING THE ST Al.0T=AN ARCHITECT'IS AI..TF,RI'D,THE �J X lL I 2. OPTIONAL: STUDS, TOP t BOTTOM PLATES ARE ALTERING ARCHITECTSHALL AFFIX \ r3 ° ° vJ� / I X` TO BE FRAMED WITH TIMBERSTRAND L5L TO HIS/HER [TFM T}1L SERI-,AND THE FRAMING LUMBER AS MANUF. BY WEYERHAEUSER NOTATION"ALTERED BY" > N '' I _ -�v N p OR EaUAL. VERIFY WITH OWNER ON LOCATIONS. FOLLo4�cDl3� [T1s;FTExsu;N.aTLrRc I <L d < Z I ANU't'1IL L)ATL OF ST1CI1 ALTERAI ION,AND a SPECIFIC x < PK ). +\ / -. INSTALL FLOOR JOISTS A5 PER OCSC'RIPTiONOI'"I'FIGALTLEZATION CG �r MANUFAGTURER'5 SPECIFICATIONS. REFER TO THE LAST SHEET FOR INSTALLATION DETAILS. N cY d 14" PREFAB. N I `� 4. PROVIDE 50LID BLOCKING UNDER ALL POSTS TRUSSES AT 16 \ / } I WITHIN THE FLOOR 5Y5TEM PRIOR TO LOADING I O.G. BY OTHER 3 -! OF UPPER LEVELS. (2) i "xl4" LVL (FLUSH) 2 I "xl4" I r� ( ) LVL (FLUSH) DANT. x ( 5 F " - - -- ------ -------- -- -- -...- -- - 2) I "xl4" LY ._.. ... - - -- - -- ..-.. - - - -- - - -- (-- -------- THICK L „ C PROVIDE ONE (I) ADDITIONAL LAYER a — _7 C ........................... — C.- -- ..... -_.. --.... --- .---- - — - -- — -- --- -- — -- --- - — 2 _..... .....� C....-.... I xl4 V (FLUSH) - THICK _ G C ,...._........ .....: HDR (FLUSH) L L PLYWOOD AT HA WOOD FLOORIN � -` - -' - �I 14" PREFABRIGATI`D "�' AREAS AS REQ OVER " T�G SUB-FLOOR. ..I TRU55E5 AT 16" O.G. ry 2X12 R.J. AT 16" O.G. I - - - - - - - - - - z - - - - - - - - - - - - z _ - - - BY OTHER I b. AT CEILING W/ CHANDELIER PROVIDE W/ 2X6 BLOCKING �� dl � - -- - - - - - dl - - - - - - - - - Qr - -i - ADDITIONAL FRAMING SUPPORT AS REQ. > A RIPPED IN HALF = (2) I "X14" LVL (2) I "X14" LVL (2) 1j"X14" LVL = cil J 7, (2)2X6 5TRON5 BACK REQUIRED AT CEILING LBW HDR (FLUSH) LBW HDR (FLUSH) LBW HDR (FLUSH) LBW Q - ° X cv Ig J015T MID-SPAN _ { . .......... ............ L a, p _ \ (. (3) 2XID X X _ HEADER NOTES `' HDR (2) Ij"x14" LVL (FLUSH) N = IL J-1 �G z( _ .. .......... .. NT n 1. FOR 5UPPORT5 FOR, HEADERS REFER TO " � `�•_ m GA SECTION Rb02.t.5 OF THE 2020 RGNYS } N-1 (2) Ij"XI1j" I� CANT. LVL (FLUSH) W 5 2. SOLID W00P POST SHALL BE 6X6 (NOMINAL) r r -1 UNLESS OTHERWISE NOTED _ I I ® o x X , I x � � i _ Sj ryp tvp I m� � pI I XIS d m ..� m -I m I `" MINC-7 NOTE: r IL v ) p ALL 2X12 R.J. TO ALIGN WITH B.O. LVL FLU5H BEAMS ,. x -1 [a ° ...-. i > I mt�r` I > } d 2X10 - _ 14" PREFABRICATED 3HDR (3) 2XID TRU55E5 AT 16 O.G. _ J I 3) 2X10 I x x J d !L d __ .- HDR - _ HDR BY OTHER x : 1 ;. _ _ (3) 2XID (3} 2X10 ..........._.................... - y x X - - HDR H 'Herr mr t r. r DR _ ! 1 N ry .....- .......................... N [ N i I � �.. _ xIL I , I m: CANT. (2) LVL (FLUSH) (3) I5"X14" LVL (3) 1j"X14" LVL (3) 1 "X14" LVL J 3) I "X14" � < }} L L . 2X12 R.J. AT 16"' O.G. LBW HDR (FLUSH) L5N HDR (FLUSH) HDR (FLUSH) LBW 1 HDR (FLUSH) r ! I N LBW i : ............ U ........................... J W/ 2X6 BLOCKING: RIPPED IN HALF , -- _-- _ _-- -. � `` 1 rr �, ;�, •� ,. ,;� -- - - -/' +rte,, - xv xv / { •� I € ////`ryl�v ry Q p I (DUCT AREA) cXv p `\rY1vi (3) 1 XI4 LVL / (3) I X14 LVL - V HDR (FLUSH) - I � •'� HDR (FLUSH) ....................................... .... ........ .......... ...............-........... :........--....... : :...................................... d N Y X - _......................................... ".. - ............................................................................................... ........._-....... ..----.---..........--........ - LBW -aL NOTE: '� f 2X �C 1 ot (3) 10 HATCHED AREA INDIGATE5 AREA TO 1 til HAVE HVAC DUCT WORK. TRIFORGE W HDR ( X to I N (2) I xl4 J } _ MANUF. TO DE516N AS REQ. ::::::...... tsl f tY © LVL (FLUSH) ` q tX W m - y r lu I- i.................... 2X12 R.J. AT 16 O.G. ( ) d !X !!_ 1 = I ° W/ 2X6 BLOCKING LVL (FLUSH) X I m Q :: I ... ° RIPPED IN HALF ^per I m > I mil ; d � A -- 2X12 R.J. AT 16' D.G. y V d € } p A x I ° i -300 -3oa W/ 2X6 BLOCKING IX ° t m 1. m RIPPED IN HALF to - - d LD �I dam - vi m I 11 — N X Q �l .tL :-.......................- - ... .......... 1 ; I UL d } 3 � ' i %......._............... ................................ ......................... _ l - i" X I Lot N >,.. (3) 1 "X14" LVL HDR (FLUSH) - .......... ....................................... �I = - i..l ...: ...�---- .m...-:.:_-..........::......--...1 — — --- ..........ail I �t lX �t tX LBW �I LBW (3) Ij"XI4" LVL LBW X X 06 LVL HDR d HDR (FLUSH) 2X12 R.J. AT 16" O.G. W/ 2X6 4 -I -1 I v v v (2) I "x I4" ^> (2) I j"x 14" '�>6 (FLUSH) BLOCKING RIPPED IN HALF LVL (FLUSH) I LVL (FLUSH) m I 2X12 R.J. AT I6" O.G. - - - - _ - �C - - -- - _ - - _- -� - _ -- _ - _- - - _ - - -= C - ]C ] W/ 2X6BLOCKING (2) I xI4 I x14 LVL (FLUSH) (2) I x14 LVL (FLUSH) RIPPED IN HALF LVL (FLUSH) 2X12 R.J. AT Ib" O.G. - -_- - 2XI2 R.J. AT 16" O.G. = W/ 2Xb BLOCKING [ W/ 2X6 BLOCKING G RIPPED IN HALF 4/ (2) I "xl4" RIPPED 'N HALF -3oo I I-I ` (3) Ij"XI4" LVL LVL (FLUSH)�Pj j HDR (FLUSH) j ........ .:.w�„ ---------------------------- - w_,,.:,.........,. :.,.:.:..,....., -.:.:-- --1 LBW LBW .....................___.__.__.-_.....---.---.__ ._ J m! I 14" PREFABRICATED TRUSSES AT Ib O.G. BY OTHER \ + v v W 2X12 R.J. AT Ib O.G. / W/ 2Xb BLOCKING z RIPPED IN HALF � I CANT. Q( (3) I j"x 14" LVL (FLUSH) - -CANT. W a` I� 1 w A � w ISI P z x Hw N i z c xl i 4-1 z „ : I I a > x 14 PREFABRICATED TRU55E5 w o U I m AT 16" O.G. BY OTHER I W hh���lll LL? U �, � 3 U 5 � z x Q U 2X12 R.J. I CANT. I (3) I xl4 LVL (FLUSH) CANT, J. T Ib O.G. I W/ 2X6 BLOCKING - - - - - � - - - RIPPED IN HALF �tq ���\ 2X12 R.J. AT 16" O.G. ,� W/ 2Xb BLOCKING ISSUED: v 2X12 R.J. AT Ib O.G. rte, � - (E RIPPED IN HALF _ W/ 2X6 BLOCKING <L ; I 2.1.2022: ZONING REVIEW RIPPED IN HALF z K: - > K ,,+ Ip E � / � �` ' � N I 2.25.2022:CLIENT'REVIEW X `rel LBW `s'SJ x -I 3.23.2022: CLIENT REVIEW G \ - .......:.................................................................... J - ........._-------------------- .......... ......-...-. ............... .................... 3.31.2022: CLIENT REVIEW Q�� 4.5.2022: CLIENT REVIEW ( o I 4.27.2022: CLIENT REVIEW Ij"xl4" LVL (FLUSH) \ —- - - _ - - 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW B 6.29.2022: CLIENT REVIEW -�0 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF 'TRUSTEES WETLAND PERMIT rl-�\SECOND FLOORI L I NO/ ROOF FRAMINO FLAN ----------- .:� z 12.5.2022: ISS. FOR LAN USE SCALE: 1/4" = 1'-0" 12.14.2022: ISSUE FOR PERMIT 1.3.2023: CLIENT'REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT DESIGNED BY: B.C.G. & S.M. _............. - ..............------------_-...... --------...._---------------- CI IECKED BY: B.C.G. DATE: 12.3.2021 ............................................................................................... PROJECT No: 21050 ................__...__...................- --.............._... ..........................-------- - 111 OF 25 ROOF-LEOUND INDICATES FRAME OVER AREA ,r i 2X6 LOAD BEARING KNEE WALL F - A-3oo -oo CONNECTION (METAL OR STEEL AS - - --------- -3-0.. ..... ® 6x6 W00D POST (VO.N.) WARNING: _.............. . II . , FOR - ' – 5 11I)1..1IION0I 1H L111 � � I cn ANY PERSON,INLESS ACTING GENERAL NO7E: 1'NI)I-.R'IHF' DIRF( _..- ... .� '`a I k F,NSi D,1R.Cill I LCI, 10 Al I LR AN CHIMNEY NOTE: I. ALL ROOFING NAILS TO BE 5TAINLF-55 STEEL, ITEM IN ANY 1uAY. IF AN FIT'IM19 BLUESTONE CHIMNEY GAP WITH THIN RFARINGTHE s1::;11.of AN STONE VENEER SYSTEM (TO BE 2. PROVIDE " PLYWOOD SUB-FLOOR AT ATTIC ARCHITECF IS ALTER FD, FH r: SELECTED BY OWNER) OVER ALTERING ARCHI ECT SHALL AFFIX FLOOR LEVEL. BLUE5KIN VPICO OVER i" PLYWOOD �} To Ills./HER ITEM THE SEAL AND THE TATION"ALTEREBY" OVER 2X6 STUDS 16" O.G. Q 3. RcIO5.1.1 UNDERLAYMENT. UNDERLAYMENT SHALL FOLLOWED Y HIS HER SI NATURE COMPLY WITH SECTION RADS I 1 OF 2020 RGN`I'S AND PIE D IULI ALTERATION. D A SPEctFtc is C ION 01;TI IL ALTERATION 12" 4. R�I05.1.2 ICE BARRIER. AN ICE BARRIER THAT ' "X2 " STEEL NEWEL P05T W/ I/4 CONSISTS OF AT LEAST TWO LAYERS OF STEEL RODS POWDER COATED -Q' G UNDERLAYMENT CEMENTED TOGETHER OR A TH BLACK NOT TO PERMIT A 4" `-- GR i GKET SELF ADHER I NCS POLYMER MODIFIED BITUMEN DIA. SPHERE TO PENETRATE W/ - h 5HEET SHALL BE USED IN PLACE OF NORMAL 36" HIGH "X3" SOLID WOOD UNDERLAYMENT AND EXTEND FROM THE LOWEST R5-1.1 1/4" PITCH TOP RAIL TO MATCH DECKING EDGES OF ALL ROOF SURFACES TO A POINT (BELOW) (BELOW) AT LEAST 24" INSIDE THE EXTERIOR WALL LINE ............ . �t f= OF THE BUILDING TYPICAL _ . 5. ALL SOFFIT/ EAVE DIMENSIONS ARE TO I/4.1 s, _-- ---- ----- - -- -- -- - -- - -- - - - -- -- -. _... _..._. .. .._.... .... ._.. --_ __-- ---. .. - _. .._.... .... ...... ...... ....... ------ - .. .. - - -... .._.... . -- . ........ - - - - _ _ -- - - - - - . / PITCH --- FINISHED TRIM (SEE FASCIA DETAILS) ui `c 1/411 it O F 5)"5 M NOTE5, 3-0° PITCH 1/4" P1TGH - 7 A (BELOW) r60 MIL EPDM ROOF MEMBRANE FULLY ADHERED TO .......... ............................... .__. ....... .... ......... ,I EXT. GRADE ROOF SHEATHING. USE COPPER EDGE _.. ..._ . FLASHING AT ENTIRE PERIMETER. EPDM MEMBRANE 15 TO BE INSTALLED AS PER MANUFAGTURER5 5PE05. PROVIDE P051TIVE DRAINAGE A5 REQ (4" PER R F '4 rr n IPE DECKING OR Ea. OVER _ 60 MIL EPDM ROOF MEMBRANE FULLY ADHERED TO -� CRICKET a 5/8" GDX ROOF SHEATHING. MEMBRANE 15 TO BE F, INSTALLED AS PER MANUFACTURERS 5PEG5. PROVIDE CHIMNEY NOTE: in 12° Q i/4" ............... POSITIVE DRAINAGE AS REQUIRED PITCH BLUESTONE CHIMNEY GAP WITH THIN `A V ........................... STONE VENEER 5Y5TEM (TO BE SELECTED F— q ------------- ............... BY OWNER) OVER BLUE5KIN VPI00 OVER - ...... " PLYWOOD OVER 2X6 STUDS 16" O.G. _........: ....._.....__._......_.._.. ... ...........................................-.............,............_.................. ...., : II � _......................_....--------__.,,_.._.__.".--------------------- i.. .......__....................... .-- ...__._._.....__.. ....................._._._......... .. ....------ -----.......---...__........_..._..._........................................... ._.._...__._____—.----...... ._--...._..._..__...._._........_...._._..-..... - ... L.__..__.".". ....., 3 :...... ...... ..............} ...........................: ....................... I N•, i i = E j (DUCT AREA) i r s : H ............. eIrT ........ ............................................................................. /%GOy Gy // 1/411 v` m PITCH i...................._. _ '% U 51 r O ------- ..................f — € 3 -. I A A f I —300 I I 1/4" 1 1 I :.... PIT ........__.... .............. .................................... .. j is i f -----_-----------N. i.... ........_..... 1 51-0" ..................: .........................................................................I .................................................. _ Q Q ltl m I31-0I. i 3'-O" *--.-------------------------------- G 8'-6" Q - I i .................................................................._—......_._------ .............................................. ...................................... 3 t � � M p � 1/4" A O FITCH z ow 1/4" d O PITCH ! x off . I f a U 3 H z a I � O i ISSUED: OL 2.1.2022:ZONING REVIEW E i 2.25.2022: CLIENT REVIEW _w..._..___—......__......_......._.._. ................._....__...........____----_......_.__._........_..........._..__.-..---.--------__-_---"....--..... 3.23.2022: CLIENTREVIEW 3.31.2022: CLIENTREVIEW Q Q 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW ----------- B 6.29.2022: CLIENT REVIEW -300 9.20.2022: CLIENTREVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 00F FLAN 10.25.2022: ISS. FORH.E.R.S. -11 SCALE: I/4" =77, 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLANI? PERMIT 12.5.2022: ISS. FOR LAN USE 12.14.2022: ISSUE FOR PERMIT 1.3.2023: CLIENT REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT DESIGNED BY: B.C.G. & S.M.--- ----------------------------------------- -- --------- --- C1IECIKED BY: B.C.G. --------------------r}:�Tr -- ------- 12.3.2021 - ---- ....- --------------------- - --- PROJECT No: 21050 A- 112 OF 25 ,A STEEL COL., SEE PLAN r 1 lilt (2)-3/4"0 F1554 GRADE 36 f -I, ANCHOR BOLTS W. 12" D - >1/4 / EMBEDMENT AND 3" HOOK �` • ;�` F, CA — 4'THICK BASE PLATE ON 4"THICK LEVELING PLATE 4" i TO MATCH BASE PLATE i DIMENSION ON 1 -' NON SHRINK GROUT w WARNING: EXTERIOR FACE OF I ITISA;�VlU[,:1Tic>N c)t rHL:1.,4\1' Fc)[. ANY PERSON, f'N'I.FSS ACTING FOUNDATION WALL 4 Ck FOUNDATION WALL; SEE PLAN AND DETAILS FOR I RDIkFC 1 If)N'c)1 A REINFORCEMENT I I Ic�FNS1 D ARCHI I I.0 F f(}AL!LR AN ITI IM IN ANN'%VAY. IF AN ITFM BEARINGTHE SI AL.OF AN LAN ELEVATION 4RCHITEC.'T IS AL.TERT:D.,TFIE AI TERING ARC'HiTFC T'SHAT:L.AFFIX TO HIS/HER ITEM THE SEAL AND THE TYPE 1 BASEPLATE NOTATION"ALTERED BNY" FOLLOWED BY HIS/HER SIGNATURE AND THE DATE OF SUCH STEEL COL., ELAN ALTERATION,AND A SPECIFIC DESCRIPTION OT TfiE AL'T'I:I:A'i70N I I (4)-3/4"0 F1554 GRADE 36 / ANCHOR BOLTS W. 9" 1/4 // EMBEDMENT AND 3" HOOK 4 THICK BASE PLATE ON II THICK LEVELING PLATE Iii CONNECT FLANGES TO MATCH BASE PLATE TO PLATES W/ 4" 4" DIMENSION ON J"x12"xBEAM GAUGE (4)-3/4'0 A325 FULL PEN STEEL PLATE ' / SLIP CRITICAL 1 �" NON SHRINK GROUT law B❑ TS TYP. A Q FOOTING, SEE PLAN AND T DETAILS FOR REINFORCEMENT --- � �v /16 TYP, PLAN ELEVATION Q BOLT NAILER TO BM. Wi z" 0 TYPE 2 BASEPLATE ------ MOPJIENT O THRU-BOLTS AT 2'-0" O.0 (2)-1/4' ANGLES - BEAM # OF='A325 S C. I ° STAGGERED ACROSS BM. WEB 2 STEEL COL., SEE PLAN SIZE BOLTS T&B FLANGE CAPACITY (ki1�`ft) W8 4 16 (2)-ROWS 0 THRU BOLTS AT 16" (3)-3/4'0 A325 BOLTS — (2)-3/4"0 F1554 GRADE 36 (3)-3/4'0 (3)-3/4'0 O.C., STAGGERED AT 8" O.C. 2X NAILER(S) (2) J'O A 325 BOLTS AT 1/4 T� / ANCHOR BOLTS W. 12" W10 4 20 SINGLE PLATE SINGLE PLATE W8'S I EMBEDMENT AND 3" HOOK 6 31 CONNECTION W/ CONNECTI❑N W/ fit 4 25 THICK PLATE " THICK PLATE /4"� r, �ity 4"THICK BASE PLATE ON " THICK LEVELING PLATE — (3)-3 A325 W12 6 37 FLANGE " - BOLTS SINGLE x — � WIDTHx6 TO MATCH BASE PLATE 8 50 PLATE CONNECTION PLATE FULL PEN " DIMENSION ON 4 28 ! W/ THICK PLATE ,,, c, _ (2) BOLTS W/ W8 a 1 NON SHRINK GROUT w!w 4Y� W14 6 43 �� FOUNDATION WALL, SEE PLAN AND DETAILS FOR 8 57 REINFORCEMENT 74—r7— rL PLAN ELEVATION STEEL BEAM, SEE PLAN FOR SIZE. i BOLTED MOMENT WELDED MOMENT PROVIDE LVL BLOCKING RIPPED TO BOLTED DOUBLE ANGLE b= TYPE 3 BASEPLATE CONNECTION CONNECTION FIT SNUG BETWEEN BEAM FLANGES CONNECTION AS PER AISC W � o' L STEEL S FLATE -r S T L. 2 Y` G �. iI T GLUMOMENTC�1til1�lT Ir—N� T`IrFIC.AL3 STEEL UT 4 T`r'y L. SIL. 1�NGT OS -113 50ALE: 5/4" = 1'-O" -113 5GALE: 1 1/2" = 1'-O" -113 NAI L 5r-.ALE: 1 1/2" = I'-O" _113 50ALE: 1 1/2" = 1'-O" ER STEEL BEAM, TOP OF STEEL BEAM SEE PLAN FOR SIZE AND LOCATION BOTTOM OF STEEL BEAM STEEL COLUMN, SEE PLAN PROVIDE (2)-3/8"STIFFENERS (ONE EACH SIDE)AT ALL GIRDER BEARING POCKETSSTEEL BEAM , O O , 1/4 AFTER BEAM IS INSTALLED PROVIDE 1/2" SHIM WHEN BEARING, , SHEAR OR PARTITION WALLS ARE FILL POCKET SOLID (2)-q 9x3/8x0'-3",9x3/8x0'-3", (1)-EA. SIDE, LOCATED ABOVE BEAM WITH (2)-HOLES FOR"' IF WITH CONCRETE BOLT LAYOUT DETAIL A-A THRU-BOLTS (2)-ROWS 1/2" 0 COUNTER-BORED, A307 BOLTS, AT 16"O.C., STAGGERED AT 8"O.C. BEARING PLATE SIZE 3"X4"X BEAM WIDTH +6" SUBFLOOR Q W/(2) -5/8"0 A36 THRD. RODS X 8" LONG W/STD. HOOK O 2" MAX SHRINK GROUT - - - - - - - - - - - - - CJP TYP _ T.O.JOIST T&B FLANGE FOUNDATION WALL R 9x3/8xBEAM WIDTH +2" - T.O. STEEL ' FOR SHEAR PL, WELDS, 114LVL BEAM -I" TYP ( ( AND FASTENERS, SEE ( "TYPICAL NON-FRAME R 3x3/8xBEAM - -- ( ( BEAM CONNECTION WIDTH +2" SCHED AND DETAILS" Q TJI/LVL FLOOR JOISTS 6" TYP. (OF 12" WALL) /2"MAX 4" TYP. (OF 8" AND IO" WALLS) PSL OR ANTHONY POWER SIMPSON FACE MOUNTED HANGER CJP - W GIRDER PER PLAN NOTE: BEAM BLOCKING (IUS @ WOOD FLOOR FINISHES. TYP W BEAM PER PLAN @ 8" WALL DEPTH, PROVIDE FULL DEPTH M1U @ STONE/TILE FLOOR FINISHES) POCKET AND FILL WITH GROUT UPON INSTALLATION OF BEAM W BEAM TO MATCH OPPOSITE W BEAM PL MATCHING BM WEB THK / UNO (3/8 MIN) & GRADE 5 I NOOD E3EAM FRAMIN(5- 6AM C./ T DETAIL 7 T I' ! L\/L/ T I TO STEEL PL MATCHING FLANGE -113 /"� I l I�/� SCALE: 1 1/2" = I'-O" -113 5GALE: 5/4" = 1'-O" -113 5GALE: 5/4" = 1'-O" 5/16 THICKNESS +1/4, G ��..// STEEL ,(,,...1�,/ I _ I 5/16 WIDTH AND GRADE U PROVIDE DECK CONTINUOUS p OVER END BEAM 2A 2A AT W BEAM DEEPER THAN W GIRDER Z Z ADD#4 CONT MILL BOTTOM OF COLUMN (2'-0" MIN) (2'-0" MIN) ADD#4 CONT ADD#4 CONT REBAR OR WWF REINF COLUMN, SEE � PLANS FOR SIZE U I ADD#4@12'1 U 1 ADD#4 12" BEND REBAR 180° @ @ U m BEARING PLATE W/3/4" 0 AROUND#4 BAR _ Lu BEND REBAR 180' IZ A325 BOLTS (2 EACH SIDE). w AROUND#4 BAR BEND REBAR 1800 M @ LENGTH &WIDTH AS REQ'D CJPTYP FOR SHEAR PL, WELDS, AND FASTENERS, E--r MINIMUM PLATE THICKNESS r AROUND#4 BAR X X X X T B FLANGE SEE TYPICAL NON-FRAME BEAM CONN W � BENT PL 1/4 ® 10GA BENT CLOSURE g0 MOOCH FLANGE THICKNESS Wx BEAM TO MATCH U 16GAEDGEFORM - -- - - _ - - -- - - - - - - - - - - - - - I SCHEDULE AND DETAILS" (- OPPOSITE Wx BEAM UNO 20GA END CLOSURE (21" MAX) (21" MAX) Z PLATE ON TOP OF FLANGE 1/8 N 2_12 118 2-12 SEE PLAN FOR DECK ORIENTATION} I I W 3/16 2-12 ry" I ( p Q "MIN " MIN -,b 3/16 2-12 STIFFENER PLATE EACH ISSUED: SIDE TO MATCH FLANGE THICKNESS OF COLUMN 2.1.2022:ZONING REVIEW Wx GIRDER PER PLAN Wx BEAM PER PLAN ABOVE. WELDS TO BEAM 2.25.2022: CLIENT REVIEW WEB SHALL HAVE CAPACITY TO CARRY ENTIRE COLUMN 3.23.2022: CLIENT REVIEW LOAD. - DECK PERPENDICULAR TO SLAB EDGE (A> 8 1/2") DECK PARALLEL TO SLAB EDGE (A> 8 1/2") TYPICAL CONDITION ( 3" <As 8 1/2") 3.31.2022: CLIENT REVIEW 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW r8--� T%ltlrFICAL Cn � TFILLE TAA r/ Er< INTERIOR SL DETAILS I S � Sl7 ® TEL/ E W GIRDER AND W BEAM WITH EQUAL DEPTH 5.31.2022: CLIENT REVIEW 5GALE: 5/4" = I'-O" -113 50ALE: 5/4" = 1'-0" 6.16.2022: CLIENT REVIEW 6.29.2022: CLIENTREVIEW 9.20.2022: CLIENT REVIEW j FULL HT STIFF OR CJP - —AS NOTED ON PLAN SHEAR PL , WELDS AND FASTENERS PER"TYPICAL9.28.2022:CLIENT REVIEW TYP FOR SHEAR PL, WELDS, AND FASTENERS THUS NON-FRAME BEAM CONN SCHEDULE AND DETAILS" 10.5.2022: CLIENT REVIEW BS W BEAM TO MATCH SEE "TYPICAL NON-FRAME BEAM CONN 10. 5. EXCEPT PL THICKNESS=THICKNESS PER SCHED OPPOSITE W BEAM UNO SCHEDULE AND DETAILS" + 1/8" (MIN 5/$") 22022: ISS. FOR H.E.R.S. SUPPORTING GIRDER 1/2" 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND z I I PERMIT — — - 1 1 ( 12.5.2022: ISS. FOR LAN USE - - - ( I I 12.14.2022: ISSUE FOR PERMIT 1.3.202': CLIENT'REVIEW 5/16 SUPPORTED BEAM ----------------------------- 1.24.2023: ISS. FOR PL 5/$x4' WIDE2„ „ WETLAND PERMIT 2_L END OF BEAM WHERE BEAM ,P W BEAM PER PLAN 3.15.2023: ISSUED FOR PERMIT SHEAR PL, WELDS, AND FASTENERS I ( TERMINATES OVER COLUMN PER"TYPICAL NON-FRAME BEAM ( ( HSS COLUMN CONN SCHEDULE AND DETAILS", ( I W GIRDER PER PLAN PLTHICKNESS=THICKNESS ( I 5/16 TYP — --� � 114 INTERSECTING BEAM TO AT STIFF /2" PER SCHED+ 1/8" ( I EXTEND SHEAR PL FOR 1/4 PL 1/4, TYP 1 -< ( I � I SUPPORTING GIRDER �- A A WHEREON ANNE A SIDE, -a SUPPORT OR6' MAX. FROM W GIRDER AND W BEAM WITH DIFFERENT DEPTHS W14X90 - -- -- - -- ---- ( BEAM OCCURS, PROVIDE POINT LOAD EXTEND SHEAR PL FOR STIFF PL 114 x(d-2) MIN FOR CONDITION WITH OFFSET>6" A, I INTERSECTING BEAM TO EA SIDE F BEAM ( L jr�' SUPPORTED TOP FLANGE EA SIDE, a I I A SEE WHEN TOP F BEAM WHERE NO INTERSECTING U I I ( ©'?,, NOTES: BEAM OCCURS, PROVIDE 1/4 AT STIFF I Q STIFF PL 1/4 x(d-2) MIN I ( 5/16 TYP I CENTER LINE - - - - - - - - - - 1. BEAM TO BEAM MOMENT CONNECTION, INDICATED THUS ON PLAN - ----- 1/4 PL 1/4, TYP ( (TOTAL NUMBER OF FASTENERS A SIDE A I I 2. FOR CONNECTION WHERE FLANGE THICKNESS OF GIRDER IS LESS THAN IS OFFSET RELATIVE TO TOP OF 3„ 311 ' „ IN 2 ROWS SHALL BE 1 MORE I I HSS COLUMN I I I I FLANGE THICKNESS OF BEAM, SEE DETAIL GIRDER AND SEE DETAIL THAN THAT REQUIRED FOR WHEN IT IS FLUSHED ONE ROW. 2 MIN IN 2ND ROW) 3" MAX. DIA. PENETRATION rjo--,,,,, TNrF1C,,AL OFFSET E3EA"m-' I I I `4 rj—j -,\ E3A5E 5EARINO FLATE O'N 12 T�,f I Lam. T E 13 T L 5EAM PENETRATION DETAIL 14 T I I "\M DESIGNED BY: 5EAM - I O -113 5GALE: 5/4 - I O -113 5GALE: 5/4" = I'-O° 113 SGA�E: 5/4 1'-011 �: �� `� S.M. NT N STI _ _ 5G LE: 3 •4 = I -O -113 ST 5GALE: 3/4"` - '_ " /^ 10 N " ' �_ �� CHF;CI:CD E31': B.C.G. ---- .................. - _-..-......... --............ DATE: 12.3.2021 --------------- ------------------__ PROJECT No: 21050 A- 113 OF 25 f _ — — — — — — — — — — — — — — — _ _ — — — — _ .- - 1, ^� q i WARNING: IF IS A VIOLAT(U\'01 "FHF' L;A4� FOR ANY PERSON, f NLE,SS ACTIN(; 1`N1)I.:Z ivii TAM'("1I()\Ol t I I1CI.NSLU:1 .i:k{I!l.i:I. j✓ I"FT A4 IN ANY%VAY, IF AIN ITEM I3F'ARINC;"IFiF:SEAL,OF AN HD, ARCHITECTIS ALTERED, THE: �- - -- -- - __ — _ —_ — _.._ ..._. _._.. - — — — - -- - -- -- - - - - - -- - - - - - - -- -- -- - 0H THE AI"FFRIN(;ARCHI-1 Ei'T SH AI l AFFIX — T IS%HER ITEM THE SEAT AND E ........... ..................... __.. . .._..__ . ......... 1 I FOLLOWED _ SIGNATURE 0 NOTATION"ALTERED BA' _............. .... .......... .. ....... ...... �A'>�LD Bl HIS E I R _.........._ ...... ... .. ...... .... ... LAND TI E DATF 01'SUCH ..........._........ ._.. . ...:..:.........:..... .............. ................_.......... .....::::::::.. . ."':... T'L1iA'TK)N,.AMU.4 5PGC1FIc ` ALTERATION, DESCRIPflON OF THE ALTERAl!ON PERFORATIM 5FEAR Kk-L i -2 - - __.. ..- -2- HD ....... i HD 51e�1-2 , HD HD HD ...................... HD I HD HD HD HD j HD SISI-2 511- cy �-- HD �--HD HD PERFORATM�5FEAR wau ) : . ....... 5W-2 .. - HD 2 5 5 Y�l W 2 H HD H — D HD , — s ` .......... ......... ......... ......... ........ .... .................... ........ ........ ..... . ...... _ i i ^ IV(I\ ; i , E i i i 1. i' E i i i f»alxi 1 H ....::::::::.......I — D r i E : (� ; E f i ilk HD 1 ....._........... _.........._.............' ' "' ...............................: ,............................................. N . ..... ......... .................................................... 1 • f ; .. .......... HD t....: ..i ' t....i 1 . i HDHD HD I_ HD _.._........_i`._....................._............................; I SW-2 5W-2 HD PERFORATED SFIEAtR KALL ,,.. ...... ........ ......... ........ ........ ....... ........ ........ ... .. ......... ........ ........ .... ........ ...... ... ..... ... .. . - . ........ ........ ... . ......... ..... ........ .. ......... ..... ...... ......... ........ ......... .. i � G 4 { i / 5Y`4-2 of /rr --------------......_.:.............._..-.. ;..._......................................................; ... ....._.................................. ........ i ..---------------....._-----..--........_"..............""_ %i. i E HD HO DY-� E ....................I...................... . v { : ................................................... : : f HD � .. ............ ........... i I ....... ............ ..... ...... .... i E I i f � I ' - HD i 7:77 f I HD HD-�' f FF��II 1� � w � M FIRST LO G Nl LL DI �, 2 S G NI FLOORGEDNALL DI -12 SG�LE: 3/16" _ I'-O" C` .e� -12 SCALE: 3/16EE = 1'-OEi W v) � w ►�wi � H � � o ��I u SHEATHING PANEL NAILING PATTERN"A" NAILING PATTERN"B" SIMPSON HOLDOWN --"— '----- ...........-.. -- ....... ANCORAGE OF P.T.SILL "- .._.._..'-----------------.-.---------------_..-------..---.._........................_............ ------------------------------------- — —.._..._.._.. ---' ...---.......-------.._-----------------—.......-----_-----------------------.............._............._.. .._....._.--.........-- ----------- c MARK LOCATION TO TOP OF FOUNDATION WALL/ SHEATHING PANEL DRILLED IN Z HAUNCH SLAB 2X BOT AND FLOOR ANCHOR TO END POST SCREWS THICKNESS BOTH SIDES OF WALL EDGES TO VERT AND EPDXY SHEATHING TO LVL MODEL FOUNDATION/ i /SOLID WOOD E- STUDS TO HORIZ ANCHORED EMBEDMENT 2X BLOCKING BLOCKING/LVL WALL BELOW DEPTH(MIN.) POST SIZE(MIN.) Q w SW-1 REFER TO 15/32" N 4Z"Ox12"LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 SB 5/8"X24" 18" (14)-SDS 1/4x2 FRAMING PLAN BOLTS AT 4'-0"O.C. I 1/2/(2)-2x -------------......- ISSUED. SW-2 REFER TO 15/32" Y .2 Ox12" LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 SB 5/8"X24" 18" (14)-SDS 1/4x2 2.1.2022: ZONING REVIEW FRAMING PLAN BOLTS AT 4'-0"O.C. 1/2/(2)-2x 2.25.2022: CLIENT REVIEW 3.23.2022: CLIENT REVIEW .......... ........... ..........--------_...................................................__........... SW-3 REFER TO 19/32" Y 7 Ox12" LONG ANCHOR 10d AT 6"O.C. 16d AT 6"O.C. HDU5-SDS2.5 SB 5/8"X24" 18" (14)-SDS 1/4x2 3.31.2022: CLIENT REVIEW FRAMING PLAN BOLTS AT 4'-0"O.C. 1/21(2)-2x 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW .................................................__-.......---.........------------------------------------------- 5.31.2022: CLIENT'REVIEW ........... -------------.........................................._.................._.........---- 6.16.2022: CLIENT REVIEW 6.29.2022: CLIENT'REVIEW 9.20.2022: CLIENT'REVIEW 9.28.2022: CLIENT REVIEW ..................................... -.............- ................................._._.......-. 10.5.2022: CLIENT REVIEW ............................._.............---.-....-.-' ---------------------------------------------------..._._ 10.25.2022: ISS. FOR H.E.R.S. ............... -- - .............--..........._........ ----------------------------- 12.2.2022: ISS. FOR BOARD OF 'TRUSTEES WETLAND PERMIT 12.5.2022: ISS. FOR LAN USE 12.14.2022: ISSUE FOR PERMIT .. ...................__.......................-...- - -.._....... -- ...._..._.................... 1.3.2023: CLIENT REVIEW _.........----------------------------------------.....-.......-------_------.__........-- -------------- 1.24.2023: ISS. FOR WETLAND PERMIT' ...................... ' ....................................................-''' ' 3.15 2023: ISSUED FOR PERMIT ........_._......... --........................................................-.-.- _.........._......---------- ...................... ' ...... .......................................................... ..' ' ...--.... .........-..........--------------------------------------------------------------------------------------------------- ......._.._...---- ... - ................._........_................_.._................. -....._........................................................_.._......................................... ..........................._......-...............................................................----------..._........ ....... .............._._..._......._...............................-.----------------------------------------------- .........._........_..................----------------------...... ................................................ DESIGNED BY: B.C.G. & S.M. ........._. ..__...__..._.........-- CI IECKED BY: B.C.G. .---------................................._...........-.. .....-._____....... DATE: 12.3 2021 ..................................................... -- -_......._.............__........................ PROJECT No: 21050 - 120 OF 25 Ri; r., I ' " i(, 1�G', t AC.., Y ^ALL 1 T* 1 WARNING: Il'IS A VIOLA CION OI TH1 LAV I OR BRACED WALL NOTES: ANY PERSON.I!NLFSS ACTING TABLE R602.3(1 ) TABLE R602.3(1 ) - continued - -_-- I N1)1:R IHI- 1)IkI'( I If)N f)i A FASTENING SCHEDULE I ICF:Ns1 I:�-HRC HLi AY. It)AI.II.R:�N FASTENING SCHEDULE 1. BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHELL BE CONSTRUCTED IN rrBFARING THF'Y'A AN rrr:nl Bk-'ARINC;"CHE SI Al.Or'AN DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ITEM � DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE SPACING AND LOCATION ACCORDANCE WITH R602.10 OF THE 2020 RCNYS. WALL CONSTRUCTION ARCiIITF.,CT IS AI TERF.D,"]HI.' ITEM ALTERING ARC.'HITECC SHALI.AFFIX OF FASTENERa,b,c OF FASTENERa,b,c To IIIc%HER ITrM THr s>AI.,AND TIIE ROOF 16d Comman (3 2" x 0.162"') 16" o.c. face nail 2. THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE 60 FT. - EXTENT OF HEADER WITH DOUBLE PORTAL FRAMES (TWO BRACED WALL PANELS) - NOTATION"AL,TERED BY" i Bottom late t0 OISt rim OISt band dist Or --.........................................- .........._........_.................._.._.. -----._.................._._....__......._...---.___.._........ _......___ ._....-- -...-. BY HIS iHL•R SIGNATURE 14 p 1 ) ) _................ ..........._ u_LVED 4-8d box (2 2" x 0.113"} or blocking (not at braced wall panels} 16d box (3 2" X 0.135"}; Or EXTENT OF HEADER WITH SINGLE PORTAL FRAME AND I"IIL DATL OI SUCII 12" o.c. face nail (ONE BRACED WALL PANEL) ALTERAI-ION,AND A SPECIFIC 1 Blocking between ceiling joists or rafters to top plate ( z ); Tae nail 3. BRACED WALLS PANES ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANES SHALL BE 3-8d common 2- x 0.131 ' or 3" x 0.131" nails 2'-18' FINISHED WIDTH OF OPENING FASTEN KING DLSCRIFIION OF TfII AL"I'GRA CION 1„ - - - --- - - - -- --.............. - -......._.. .... - -- - - - -- -- --- - -1 - - - - - -- ...- - ----- 3-1Od box (3 x 0.128 ), or CONSTRUCTED AND PLACED ACCORDING TO BRACED WALL PANS AND BRACING METHODS �' FOR SINGLE OR DOUBLE PORTAL STUD TO �" " 3 each 16" O.C. face Hall HEADER WITH 6 3-3 x 0.131' nails 3-16d box (3 2 x 0.135 ), or SPECIFIED TENSION STRAP PER I 16D SINKERS Bottom plate to joist, rim joist, band joist ar 1„ „ . 2 each 16" a.c. face nail PONY ALL r TABLE 8602.10.6.4 (ON 14-8d box 2'" x 0.113" ar 15 blockin at braced wall anels 2-16d common (3 z x 0.162 ), ar HEIGHT OPPOSITE SIDE O ( 2 )° g ( p } 4- 3 x 0.131 nails 4 each 16 o.c. face nail 4. BRACED PANELS SHALL NOT BEGIN MORE THAT 10 0 FROM THE END OF THE BRACED WALL LINE. sHEATHING) _ , �� 2 Celling Joists to top plate 3-8d common (2 2 x 0.131 ), or Per Joist, tae Hall THERE SHALL NOT BE MORE THAN 20 -0" BETWEEN TWO BRACED WALL PANELS ON THE SAME ' 3-10d bax 3" x 0.128" ar 4- 8d bax 2�" x 0.113" , or ° ° ° ° ° ° ° ° { „ )' ( 2 ) BRACED WALL LINE. id a ° ` MIN. 3"X11 a' NET HEADER STEEL HEADER PROHIBITED IF 3-3 x 0.131 nails ; 3-16d box (3 2" x 0.135); Or = .° ° ° 2 SPACER IS USED , PLACE ON BACK-SIDE OF HEADER IF NEEDED PANEL ° ° ° e E%. Toe nal! Ceilin oists not attached to arallei rafter la s over 14-10d box (3" x 0.12$'"); or 4- 8d common (2 2" x 0.131"); Or w i FASTEN SHEATHING TO HEADER WITH 8D OCCUR OVER AND BE FASTEN TOP g j p p 5 . ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUS COMMON OR GALVANIZED BOX NAILS IN 3" GRID `! partitions [see Sections 8802.3.1, 8$02.3.2 and Table 3-16d common (3 2" x 0.162"); or 4-10d box {3 x 0.128 ); Or NAILED TO COMMON PLATE TO SHEATHED STRUCTURAL WOOD PANEL METHOD UNLESS OTHERWISE NOTED. THE PLYWOOD PATTERN AS SHOWN I 3 Fa'Me Hall 4-3" x 0.131" nails Q MIDDLE 24'OIF TIHE HE TWO ROWS OF 8802.5.1(9) ] 4-3" x 0.131" nails SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LESS THAN 1/2" IN THICKNESS. 16 I Tap or bottom plate to stud �- I- 16D SINKER = HEADER TO JACK-STUD STRAP PER TABLE PORTAL-LEG HEIGHT. 3-16d box (3 2" x 0.135"); or I NOAILINOG S REQUOIRED ( TYP S AT 3"O.C. Ceiling joists attached to parallel rafter (heel joisfi) ¢ O 8602.10.6.4 ON BOTH SIDES OF OPENING 2-16d camman 3 1--" x 0.162 ; or 6. BRACE D WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITHIN TABLE R602.3 1 0 = OPPOSITE SIDE OF SHEATHING IN EACH PANEL EDGE I 4 [see Sections R8O2.3.1 and 8802.3.2 and Table ' Table R802.5.1(9) Fa--e nail „ ( 2 „ ) End nail ( ) I R802.5.1(9)] , 3-1Od box(3 x 0.12$ ), or OF THE 2020 RCNYS. < Q .--`� MIN. 7/16"WOOD _..._. _..-- - ---- ----- ......_ ---- -- --- -...--- + - --- ----- .._...... ....-- ._..._. ......... _..... _._.._.. .._ .._. -- _..... . - H MIN. ,l URAL 3 3" X O 131'" nails � � MIN DOUBLE 2x4 FRAMING COVERED WIT TYPICAL PORTAL STRUGT -- -- ----- - - - 7/16" THICK WOOD STRUCTURAL PANEL FRA ;, PANEL ME CONSTRUCTION 4-10d bax (3" x 0.128'"); Or 1 „ 7. BRACED WALL PANES ARE NOTED BY THE FOLLOWING: o I SHEATHING WITH 8D COMMON OR GALVANIZED SHEATHING Collar tie to rafter, face nail or 1 "" x 20 a. rid e stra to 3-1 Od common 3" x 0.148" " or 3-1 Od box (3 x 0.128 ), or 4 g g p I BOX NAILS AT 3" O.C. IN ALL FRAMING(STUDS, 5 rafter ( )' Face Hai! each rafter 17 ' To iotas, la sat corners and intersections 2-16d common (3 2" x 0.162"}; or Face nail a. CS-WSP = CONTINUOUS SHEATHED WOOD STRUCTURAL PANEL MIN. DOUBLE 2x4 POST 4-3 x 0.131 nails i p p p I BLOCKING, AND SILLS)TYP. (KING AND JACK STUD). b. CS-PF = CONTINUOUSLY SHEATHED PORTAL PANEL 1' _.. . ...... - X nal S - Y MIN. LENGTH OF PANEL PER TABLE 8602,10.5 STUDS TABLESCK ;I 3 3 0 131 it 1„ c. GB - G PSUM BOARD R6o2.7(1)&{2) " 3-16d box (3 2 x 0.135 ); or 3- 8d box (2 2" x 0.113"); or !I 2 toe nails on one side and 1 toe nail 6 p 3-10d common (3 x 0.148); Or 1 8. THE ENDS OF THE BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS a er or roo truss to ate 4-10d box(3" x 0.128"); or on opposite side of each rafter or 18 1 brace to each stud plate 2- 8d camman (2 2" x 0.131); or I �_ MIN. REINFORCING OF FOUNDATION. ONE#4 BAR 4-3" x 0.131" nails truss' 2-10d bax (3" x 0.128"}; ar Face nail SHOWN BELOW. _ TOP AND BOTTOM OF FOOTING LAP BARS 15" MIN. 2„ R I .r °..,,,,i ii _..._.: ... ......... ....._.. _._..-- - - -_ i --- - . .._.... ..... - _..... ...._... 1 ' SECTION R403 1 6 ' I �;: 2 staples 4-16d box (3 2 x 0.135 }; Or 3- 8d box (2 1--" x 0.113" Or �_I__�------- --------._�_________-- -__-----�___ ___ ____ ,2 1„ „ 1 i -}~_-- -�-- ,r i 2 ) FIGURE R602.10.7 __ _�__.___ ___ _______.._____ ____________..__,..�_w_____ _____ _ _�_ """ 3-1 Od common (3 2" x 0.148"); or Tae nail 1„ ;, 4,,,,,,, 2- 8d common 2 x 0.131 or END CONDITIONS FPR BRACED WALL LINE WITH NTIN I. � - „ . ( z )+ S CO UOUS SHEATHING 4-1 Od box 3 x 0.128 Or I 19 1X6 sheathing to each bearing „ . Face nail -_._.. . ........ MIN. FOOTING SIZE UNDER OPENING IS 12"x12". A TURNED , t i ( }' 2-1Od box(3 x 0.128 ), Or 7 Roof rafters to ridge, valley or hip rafters or roof rafter 4-3" x 0.131" nails I -DOWN SLAB SHALL BE PERMITTED AT DOOR OPENINGS ; ---._._---.--.__..___.. __ _--______...._!_.__ .._._--_.__...___.__.___ _______._-........ -._.... 2 staples 1" crown, 16 ga., 1 q" long MIN. {2) 518" DIAMETER ANCHOR BOLT INSTALLED PER '� V , to minimum 2" ridge beam 1n n , i 1 SECTION R403.1.6 WITH 2"x2"x3/16 PLATE WASHER .- '- ` 3-16d box (3 2 x 0.135 ), or I 3- 8d box (2 2 x 0.113 ); or CONTINUOUSLY SHEATHED CONTINUOUSLY SHEATHED SECTION ' i, _ _ 2-16d common 3 1"' x 0.162 ; or I End nail �„ BRACED WALL LINE BRACED WALL LINE FRONT ELEVATION ;: ( 2 ) 3- 8d common {2 2 x 0.131); or 3-10d box{3" x 0.128"); or 3-10d box(3" x 0.128"); or �.:::,. ; , . �. 3-3" x 0.131" nails 3„ ' �;'; ' '' '' OVER CONCRETE OR MASONRY BLOCK FOUNDATION f 3 staples 1 crown 16 ga., 1 a long - 1 ., . ,,., WALL 20 1"x8" and wider sheathing to each bearing Face nail ;'•:,: ~ Wider than 1" x 8" , / .. ;f,; ; .... .. 16d common 3"" x 0.162" l 24" O.c. face nail 1" " • ,... `� : ( z ) 4- 8d box (2 2 x 0.113 ), or 8 1 Stud to stud (not at braced wall panels) A J r 3- 8d common 2�" x 0.131 or ' '" 1Od box (3" x 0.128"); or „ ( z ), ;'J. a , , .. �;: ., ... 1 I , - 1 I ......-a-... ) 3 x 0.131 Halls I 16 o.c. face Hall ( „ „) j. �:...I-..._ L..,11,. 3-10d box 3 x 0,128 or ; .. -- ... ___ ...-._.... .. . .. ....... .. ... - _....__ ... ... _._._ ... _--.... _ _....... ._. .. ...... . ....... _ „ 3., i ( 2„ „) 4 staples 1 crown, 16 ga., 1 a long _ f ",•; j WOOD STRUCTURAL NAIL SOLE PLATE TO I i I i ,Ifs 16d box 3- x 0.135 , or RETURN \ .� ,;4 Ix• Stud to stud and abuttin studs at intersectin wall corners " " 12 o.c. face nail PANEL HOLD ___ �s ! I I PANEL SHEATHING TO JOIST PER TABLE I I I I ! (2) FRAMING 1•It 9 g 3 x 0.131 nails ; I TOP OF BAND OR RIM 8602.3(1) I 1 I I ANCHORS APPLIED I NAIL SOLE PLATE TO JOIST '' ' 9 , I FLOOR BRACED WALL PANEL AT DOWN BRACED WALL PANEL AT 0*1 • 1*10 a ,,,, (at braced wall panels) 1„ „ END OF BRACED WALL LINE DEVICE END OF BRACED WALL LINE ®� ' JOIST I I I .::::...- ACROSS SHEATHING �h I• PER TABLE 8602.3(1) '" �,� �, y 16d common 3- x 0.162 16 o.c. face nail r:6 •I• I I I JOINT WITH •4�( I� ,>,,II ( 2 ) ................_........._':.......---------------. .-- ...................._..........................- ...............-........ . .............. ------ 1„ „ , , r- r • I I .............................................................. ... 4 8d box (2 2 x 0.113 ), o - - - .. - -= CAPACITY OF 670 lbs .« - 16d common 3 1" x 0.162" 3- 8d common 2 1" x 0.131" ; or END CONDITION 1 END CONDITION 2 IN THE HORIZONTAL « { 2 ) 16" o.c. each ed_e face nail ( 2 ) Tae nail i ��' 10 Built-u header 2" to 2" header with�" s acer g « AND VERTICAL .. 's ,,������ ,/ 1 p { 2 p ) - - 21 Joist to sill, top plate or girder 3-1 Od box (3" x 0.128"); or DIRECTIONS : N` // 16d bax (3 2" X 0.135") 12" o.c. each edge face nail 3-3" x 0.131" nails � _ -.� ���`�>% "'°�%$ �/�''� r CONTINUOUSLY SHEATHED _CONTINUOUSLY SHEATHED Gz°�D�%i // Gro ' ai / ` 5- $d box (2 2" x 0.113"}; Or 1 1„ „ ++ I BRACED WALL LINE I BRACED WALL LINE I �` j/�%/� 8d box (2 2 x 0.113 ) 4 o.c. toe nail WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST , 11 Continuous header to stud 4- 8d common (2 2" x 0.131"); ar Toe nail . . APPROVED BAND OR 22 Rim joist, band joist or blocking to sill or top 1„ „ . : ; , ,.,• 4- 10d box (3" X 0.128") 8d common (2 2 x 0.131 ), or `� , : , : , 1 ti....:..:., r ;I/. , . f RIM JOIST plate (roof applications also} 10d box (3" x 0.128"); or 6" o.c.toe nail r j 16d common {3 2" x 0.162") 16" o.c. face nail " `, /f 3 x 0.131 nails . , . , / OVER RAISED WOOD FLOOR - FRAMING ANCHOR OPTION -- _..._..........__........_ - I..........._.._.._..._ .... _.........._..._......__..._..__._........__......-.. ---..._..._... ......_................._.....-.._........_..............- I ,, , 12 ; Top plate to top plate ++ 1„ „ • i ,),% 1... > I Y` "j (WHERE PORTAL SHEATHING DOES NOT LAP OVER BAND OR RIM JOIST) 10d bax (3 x 0.128 ), or 12" o.c. face nail 3- 8d box (2 2 x 0.113 ), Or r 3" x 0.131" nails i „ „ 1„ . . , : '`` i 23 1x6 subfloor or less to each joist 2- 8d common (2 2 x 0.131); or . I 3-10d box(3" x 0.128"); or Face nail , ; 8-16d common 3�" x 0.162" ; or I ;. .;:' :i~ - F. i a a Double to late s Ilce for SDCs A-D with seismic braced 1'( 2 ) 2 staples 1" crown, 16 ga., 1 4" long I i........ I I I I p P p 12-16d box 3- x 0.135 ; or Face nail on each side of end 'oint ,'; �. . ' RETURN , •i• •, 2 ( 2 ) J PANEL s'•1. WOOD STRUCTURAL NAIL SOLE PLATE TO I I I I I.1• wall line spacing < 25 12-1 Od box 3" x 0.128" ; or (minimum 24" la slice len th each (continued) : p` 1 , PANEL SHEATHING TO JOIST PER TABLE I I 1 1 48"MINIMUM BRACED WALL'PANEL F---I FIRST BRACED 4,a1 Irt• { ) p p g 10'MAX I TOP OF BAND OR RIM 8602.3(1) I I I I I NAIL SOLE PLATE TO JOIST 12- 3" x 0.131" nails side Of end joint) AT END OF BRACED WALL LINE WALL PANEL 0I „100 JOIST I I I a. -•_„ •® `'`I•• 13 `SEE REQUIREMENTS �;•� '' ,I•I, I I I •I,) I,I, PER TABLE 8602.3(1) Double top plate splice far SDCs D ,D , or D ; and braced ,'� •• 1 •I®I ; I•I• 1 0 1 2 12-16d box (3 2" x 0.135) TABLE 8602.3 1 continued L�� _ 1 _ I�_ L I_� ` { ) - END CONDITION 3 END CONDITION 4 ,� d y wall ...........---...-...---------------.-------._............. ----------_-----------....-_._-............--._.............._..........---.-----.---.--......._.._........_...._...._........_.__.._......._......__.....-..-_.......__..........................---.......---.----.....---.................._._..-----............__......_.._..._....-.... x a • • : :. r . i FASTENING SCHEDULE CONTINUOUSLY SHE ATHED Ilne s ac n _ 25 p g - n....,....... -. .........__.............................._...........__.......................................... ........ ......_._.... REQUIREMENTS BRACED WALL LINE , ' i (continued) ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE I SPACING AND LOCATION •.�w • �.• # we *:• OF FASTENERa,b,c Return panel: 24" for braced wall lines sheathed with MINIMUM I TABLE 8702.3.5 - FLOORI}' 1 , . d structural panels VERLAP 9112" WOOD STRUCTURAL PANEL SHEATHING OVER APPROVED BAND OR RIM JOIST _ BAND OR woo 32" for braced wall lines sheathed with O APPROVED 3 16d box (3 2 x 0.135 ) or ' , ,% RIM JOIST MINIMUM THICKNESS AND APPLICATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS 24 2" subfloor to joist or girder 1„ Blind and face nail `� structural fiberboard FRONT ELEVATION SECTION 2-16d common (3 2 x 0.162) `.... , '¢' ': THICKNESS OF MAXIMUM SPACING OF 1„ ; ORIENTATION OF MAXIMUM '3 z__ Distance D: 24" for braced wall lines sheathed with OVER RAISED WOOD FLOOR-OVERLAP OPTION FASTENERS inches 3-16d box (3 2 x 0.135 ) or ., wood structural anels GOR GYPSOUM D' GYPSUM BOARD SPACING OF ( ) .SIZE OF NAILS FOR APPLICATION 25 2" planks (plank & beam - floor& roof) 1„ At each bearing, face nail '' .;; ;; p (WHERE PORTAL SHEATHING LAPS OVER BAND OR RIM BOARD) 2-16d common (3 2 x 0.162) ; A 214 2f L 5" BLUESTONE CAP THIN STONE VENEER SYSTEM 4 25'-C" MAX BUILDINO HEI5HT (FLAT/ MANSARD ROOF) (TO BE SELECTED BY CNNER) N-200) EL: 62'-&"± .... ........ ........ ....... ....... ....... ........ ........ ....... ....... ........ ....... ....... ....... ........ -----.. ....... ....... ........ ------- ------- ....... ..... .... ....... ....... ....... ....... ...... ....... ....... .... ........ . ...... ---- - ---- ------- ------- ....... -------- ........ ....... ....... -------- -------- ------ ....... ........ ...... ....... ---- - ..... ---- - ------ ------- ------ ------ ------- ....... ........ ... ....... ....... ------ ------- ........ ------- ------- ------- -------- .. ....... ------ ........ ------- ------- ...... ------ ....... ....... ........ ....... ..... --- - - - ------- ----- - -- -------- --- - --- ---- ---- .. ...... ---- -- - -- ------ ------ ------- ------- --- - - ----- ------- --- ------- ------ ------ -- ------ ------- ------ ------ . ....... . ........ . ..... - ---- --- ------- ----------------( . . ............. ..... . . ........ oil T.C. 2ND FLOOR PLATE EXTERIOR MATERIALS : 1211 : 51 ll -oil WARNING: -0 2ND FLOOR EXTERIOR Hl�)R, Il_ISA VIOLA ION OFTHf' I.A%,\ FOR _0111 -611 (VERIF"r R.O. W MANUF) ANYPERSON. t..:Nl.f SS ACTING T -D BY ONNER) UNDLR]HI- DIM'( I ION(11 A 2M�, FLOOR INTERIOR HDR FA5r,I A (TO BE 5ELEC E I ICLNSH)ARCHI I 1 ("..'10 A! I kRAN N1 MANUF) WAY.IF AN ITFM ITENI IN ANN, A (jTHF SFAL OF AN SYSTEM (TO BE RAIN-50REE FC F A LTE R E D, FH F A SELECTED 5'T' ONNER) `FIX ALTERING ARCHITECTSHALL AT TO HIS/FIER ITEM THE SEAL AND THE NOTATION"ALTERED BY" NINDON NOTE: Qi -iIS/IIER SIGNATURE FOLLOWED BYI _IJE DATE OFSUCII AND I MANUFACTURER: CKNCFLA5T _IC COLOR: BLACK ALTERATION.AND A SPECIF ---------- . . ..... . ..... -ION -IE ALTERAI ION F DESCRIPI OF T1 .. ........... ... ......... .......... ....................................... ....................................... ..........-..................... ............ . ............................ ............. ..................... .......... ............ .... ........ .................. T.O. 2ND FLR 5UE3-FLR L...................... ............. ........... . ........... ... . ...... .......... ................................................................................................................................. .............................. ..................................................................................... ........... .............. .................... ........ .......... ............................................................ ........... . ....\ L T.O. IST FLOOR PLATE L J"X2�" STEEL NENEL POST W STEEL RcP5 PONDER COATED BLUESTONE PATIO SURFACE 7 BLACK NOT TO PERMIT A 4" VIA. SPHERE To PENETRATE i^V CUSTOM FRONT DOOR (TO BE SELECTED E3"r ONNt--R) 15T FLOOR HEADER ------------- 56" HIOH J"X5" SOLID NOOD TOP RAIL TO MATCH DECKIN5 NERIFY R.O. W MANUrj 15T FLRSUD-FLOOR - - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - ---- -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - AVERAOE &RAPE EL: 5-7'-& -A, FRONT ELEVATION (EAST) -��2O SCALE: 1/4" 1'-0" wj 21 -611 < 21-611 _n. ................... .............7d..............A ....... .... IN 0: 25'-0" MAX BUILVIN,57 HF-16HT (FLAT/ MANSARD ROOF) -20 7� EL: 62' - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- --- - -- - - - - - - ----- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - ---- --- - - - -- - - - - - - - - - ....... ............ ................ ........ .......... ........................ ... ... .... ......... ....... .......... .................................. T.O. 2ND FLOOR PLATE ...........---------- .................................................................................................... ............ ............................. ....................................... .......... ......... .......... ................................................................................................................... ... .......... .......... ......................... .................----------­­- ........... ......................................... ............ ............................ ... ............................. ........... .......... ... ......... .................. .......... 2ND FLOOR EXTERIOR HDR 7,�...I......... 7 -oil ':LOOR INTERIO .... ........ ... ....... (VERIFY R.O. W MANUF) (VERIFY R.O. K/ MANUF) 2ND f R HDR/ % 4 --fit . . ................. --------------------------------------------------------..................................................... ...................... ----------- ...... ---­­---------------------------- ------_­­­-----------­­----­­----- ............... ----------- ---- -.........---------­------­-­­-------- ........................................ Nil -------- -------- ---- -------------------------------------------------------- ----------- ... ........................................ ..... ..... ---------- ................... --------------------------------------- ------------------------- ........--­------------------- ------------------------- -_-_--_---- -11 11,---11 ...... ---------­----------- .....-------------------- ­­­-------------- ............ ............. ........ ............ ------ --­­­........ -------------------------.......... ................. .............. -­-------------------- - --------- ­-­-­-­-­- ---------------------.................. ... - ----- --­­ ..................... ---­----------- ....................------------ ----- ---------------- - - -­­­­­----------------------------­ ............. ...................... ------------------- ---------- ..... ------------- ------­------------------- -------..... ........... ........................................................... ............................ -------------_------- ............ ----_-_ T.O. 2ND FLR 5U5-FLR ------�000000�000�00�00--- --------------- I ------------------,-- � -I _11,�......--__ ........................------------------------------------------------- .............. ................................................... -------------- .................. ------------------- ............. ...........1 11-1-11,11,111,11- J: ............ ................. .................... .............. ................. .............. -------------------------------- ................................................. ­-----­­­----------------------------------------------------------------------------­-­­-­---------------------------------­--­-----­................. ---------------7 .........................................-­--------­---- T.O. 15T FLOOR PLATE ............................................ .................................................................................................................................................. i .: .......................................................................................................................................................................................................... ...................... ......................................................................... ........ . .............. ... ------------- 15T FLOOR HEADER NERIFY P ,.0. K/ MANUF) . ... .. ...... .... t .... .... ...... ri J"X2�" 57-EEL NEI^EL P05T K/ J"X5" 50LIM NOOD TOP RAIL STEEL RODS PONDER F (FINISH TO MATCH DECKINO) .................... ..................... . .... ........... COATED BLACK NOT TO EL NEI^EL P05T N/ TOP J,,X2�,, 5TE ...... ..... OUT TO MATCH OROOVE IN 50LIM PERMIT A 4" VIA. SPHERE TO FLANOE .. ......... . ..... PENETRATE W 56" H10H J"X5" TOP RAIL (PONVER COATED BLACK) AS rL 50LID NOOD TOP RAIL TO . ...... ... .............. MANUF. BY NILL -FLOOR 15T FLR SUB ---_-_----_--- .......... _-----------------------------_-_ ........................ ........... ­­-------------------------------- .... .....................------------- ------------ ............. ...................... ......................... ........... "I.......... MATCH DECKIN& .................... ............ .................. .......................................... -------------------- ------------- .................................. .......... ...................................---------------­-- ... . . . ..... ...................... ........... ......... .......... ----------- ................................................ DIA STEEL RODS 5PACIN5 NOT TO - ....... ---_------ . .......� I .." I PERMIT A 4" VIA SPHERE TO .. I .: I . 1...7- ... ..... ... -------------­­- .......................................... .......... AVERAOE ORADE .. ........... ............ ...... .... . ...... ............... ..................: ................ . ....... . ...... ....... ...... ....................------ ............. PENETRATE (PONDER COATED BLACK) ............ .......... ............ .......... ........... ...... .................. ...... .... . ........ .......... .......... t ....... .............................. ............ --------------- .......................................................... ......... IFE ........... .............. ------------------------------------------------- ................---­­----­--------------------- .................. .............. ................ ........... .................... .... ...... ................ ............... ...... .......... 2X P.T. "DUCK" BOARDS 12" O.C. RIFFEM TO .......... ...... . ..... .......... ............ ............ ........................ ............ ......... ....... ..... ..... ........... .......... ............. PROVIDE LEVEL TOP TOP SURFACE, F_PDM .. .. .... .... ................ ..... ................ . . ....... .. .. . .. ...... 5TRIIPPINO ON 50TTOM EVOE OF SLEEPER ................................ ....... ... . .... ...... . .....0 = .......... 60 MIL E ............... ............... ...... ............... .... . ....... .. . ....... - 1 FVM ROOF MEMBRANE FULLY ........ ....... : - 1 .......... ........... ................ ------------------ ......... ............... .................................. .. ... ..... ............ ...... ....................... .......... ............ ............ ........... ADHERED TO CDX ROOF 5HEATHINO .... ... ... . . ........ .... .......... .............. ............. ........... ....... .... . ........ . ..... ................ .... ..... . ..... .... .... .......... - I % .. .... . ..... ............ . ............ .............. ... . ....... . . .... ............ ........... . ... .. .......... ................. .... ...... ...... RIPPED -JO15T5 ABOVE TO FASTEN . ....... 71 / ........... ................. ....... ... . .... ..... ............. . ....... A ATE A PER FT SLOPE OVER 2� . ....... ......... .......................... ............ ................... ............................::::.: I I - .................... ...................... ........................ ................. .. ......................... ................... .................... ............ ............... .......... rDx PLYNOOD ...... ... .... .... .. . ....... . ... .. ....... ... .......... ........... ............ ..... ......... .... . ...... . ...... .......... ------ ---- I&OZ. COPPER COPINO EDOE (Lt=Av COATED) zz ... ............... ...... ......., I ::... :: :.......... ....... . ...... ................. ....................... POOL/ POOL PATIO 5TRUr_,TURf= ........ i ................ ..................... ............... .................. ... . ............ . ............... ... ........... .......... ............. ........ .......... ........... . ..... . ........... .. . ALUMINUM ME510NER SERIES COMMERCIAL z (PE515NE01 5r OTHER) ....... . ...... 0 .... ... ........ ..... . ........ -ROFILE MODEL: ............ ............. .. .......... .................... ... ....... ... ... ................ . .. ....... ......... ..... ....... ... ... OUTTER, CONTEMPORARY f ....................... .................... ......................... ...... r................................. ... .......... .... ....... .......... .... D5r_.T-(b AS MANUF. BY 5AF (BLACK) . ...... ... ---------- ........ ...... .... --------------------------......................... ............. ............. ............. ......... ............ .............. .............. ....................... ............ .......... .................... ................. .............. .................. . . . ........ > ................... ......... ... ............. ............... IL STEEL BASE PLATE NELVED TO 2�,,X4,,4 > ... ... . ... ... ................ u STEEL NEI^EL P05T AS MANUF. BY NILL .............. ... ........ ........... ............ ............ . .......... ...... ............ .. ....... ............. �D ............. ................. ........ ....... . ........... ................. ............ . .......... .... . ...... . .............. ................. ............... u ................. ............. ............: I , ..,** .............. ........... ................... ......... ... ............... IX& HORIZONTAL CYPRE55 5HIPLAP ........... .................. . ............. ... . ............ . . ......... ......... .......... ........ .......... .......... ............... .. ............ ...... . ..... .......... 51DINO N1 5" EXPOSURE (LEFT NATURAL) ......... .... .. .. ... ........ .... ... ........ ............... ....... . ........ ... ........... .... ................... ... . .. ....... ........... .... . ......... . ..... .... . ..... ........................ .............. ....... ....... .... ... BLOOKIN5 AS REG. .... ...... ........... ........ ........ ....... ....... ....... ........ ..... ....... ... . ...... Z 1*.... ....... .... ............ ...... .. ......... ......:. L\/L BEAM (REFER TO FRAMINO PLANS FOR 01=510NED B OTHER) . ........... ORE INFO) Z M .......... LVL DECK JOISTS (REFER TO FRAMINO PLANS FOR MORE INFO) IX CYPRESS, PLANK OVER COLUMN (PRIMED t FAINTED BLACK) ISSUED: r2 EAR ELEVATION (NEST) 2.1.2022: ZONING REVIEW 2.25.2022: CLIENT REVIEW SCALE: 1/4" 1'-0" 3.23.2022: CLIENT REVIEW 3.')1.2022:CLIENT REVIEW —----------- 4.5.2022: CLIENT REVIEW 60 MIL EFVM ROOF MEMBRANE FULLY AVHEREr;, To CDX ROOF 5HEATHINO 60 MIL EPPM ROOF MEMBRANE FULLY ADHERED TO CDX ROOF 5HEATHIN5 4.27.2022:CLIENT REVIEW FASTEN RIPPED JO15T5 AE30VE TO ACCOMMODATE A PER FT SLOPE FASTEN RIPPED JOISTS ABOVE TO ACCOMMODATE A PER FT SLOPE J"X5" 50LID V400D TOP RAIL rmx PLYNOOV, Cr,>X PLYNOOD (FIN15H TO MATCH DECKIN6) 53)1.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW --- ------ ---- ---BLOCKIN& AS REGUIRED HDR (REFER TO FRAMINO PLANS FOR SIZE) J"X.2�" 5TEEL NENEL POST W TOP ............ FLANOE OUT TO MATCH 5ROOVr= IN 6.29.2022:CLIENT REVIEW 2XI2 R.,J. AT 16" O.C. W 2,X& 5LOCKIN5 RIPPED IN HALF 14" PREFABRICATED TRU55E5 AT 16" O.C. BY OTHER I............... ............. .. . . ....... ..... .................. ........... SOLID TOP RAIL 0101^VER COATED 9.20.2022: CLIENT REVIEW Iboz. COPPER COPINC-7 ED&E (LEAD COATED) Iboz. COPPER COPINO r-DOr (LEAD COATED) BLACK) AS MANUF. BY NILL .................. ........................................ ......................... 9.28.2022:CLIENT REVIEW .................................. .............. . ........... ............. .......................... ............ 77= .... .......... ..................................... .................. VIA STEEL RODS, 5PAOIN5 NOT ..............1,........... ALUMINUM ME51ONF-R SERIES COMMERCIAL ALUMINUM ME51ONER 5ERIES COMMERCIAL TO PERMIT A 4" VIA SPHERE TO ��f 10.5.2022: CLIENT REVIEW --------------- ­---------------------- . .. .... OUTTER, CONTEMPORARY PROFILE MODEL. &UTTER, CONTEMPORARY PROFILE MODEL: ......................... -TRATE (PONDER COATED D5CT-6 AS MANUF. BY 5AF (BLACK) -6 AS MANUF. BY 5AF (5LAr.,K) PENE D5(fT 10.25.2022: ISS. FOR H.E.R.S. ....................................... ........................... ......... BLACK) IXb HORIZONTAL OYFRE55 5HIPLAP51DIN5 1^V IX& HORIZONTAL CYPRE55 5HIPLAP 51MINO N/ 12.2.2022: 1 SS. FOR BOARD .............. . ..... 2�"X4"X4" STEEL E,A5F_ PLATE i .......... 5" EXPOSURE (LEFT NATURAL) 5" EXP05URE (LEFT NATURAL) .......... ....... NELDED TO STEEL NENEL P05T OF TRUSTEES WETLAND AS MANUF. BY NILL HYDROO- AP DRAINABLE HOU5ENRAP HYDR00AP DRAINABLE HOU5ENRAP PERMIT NON-5HRINK OROUT L\/L RIM BOARD (REFER TO SECOND FLOOR L\/L RIM BOARD (REFER TO SECOND FLOOR 2" BLUE57ONE PATIO SURFACE 12.5.2022: 1 SS. FOR LAN USE FRAMINO PLAN FOR SIZE) Lu FRAMINO PLAN FOR SIZE) 2" BLUESTONE PATIO SURFACE 5" POURED CONCRETE PATIO SLAB 12.14.2022: ISSUE FOR PERMIT FRAMED NALL 5YP5UM BOARD IX2 VERTICAL IFE PLANKS K/ Ill 5PAOINO (LEFT NATURAL) HYPRO5AP DRAI NABLE HOU5ENRAP DIA. OALVANIZED NEDeE ANCHOR ------------ OVER HORIZONTAL IX2 IFE PLANKS AT 24" O.C. (FAINTED BOLTS (2 cLty) EPDXIED INTO POURED POURED CONCRETE FOUNDATION NALL 1.3.2023: CLIENT REVIEW Iboz. COFFT=R r,>RIP EPOE (LEAD COATED) BLACK) W HEX MOUNT F:LAN0F_ AS MANUF. BY NILL CONCRETE N/ " MIN. EMBEDMENT 1.24.2023: ISS. FOR BUILDINr7 SOLUTIONS AT 16" O.C. TO HIT STUDS. CAULK RAIN-5CREEN SYSTEM BEYOND UNDER FLANrvE CONCRETE FOUNDATION NALL WETLAND PERMIT (TO BE SELECTED BY ONNER) TI-11 PLYNOOD (PAINTED BLACK ON ALL SIDES) -------------- 3.15.2023: ISSUED FOR PERMIT &LAZIN5 A ................ .......... 5AP DRAINAE3LE HOU5ENRAP ---------- (REFER TO NINDON 50HEDULE FOP, MORE INFO.) HYDROC ........... SECTION SECTION CDX PLYNOOD 5HEATHINO RFER TO ROOF FLAN REFER TO ROOF PLAN ..................................................................... ............................................. .... -- ---- DETAIL r4_4'�_FASC, I A E�)ETA I L r5--NNENEL FOST 1:;ETAIL r6-­-\_NENEL POST 1:�ETAIL I�L2JO 11-011 1<:-2 1�,-2�0 SCALE- 5/4" 1'-0" �2O AT CANTILEVERED EDOTE N1 2X12 R.,J. SCALE: 5/4" I'-Ol' AT CANTILEVERED EDOE K/ PREFABRICATED TRUSSES SCALE, YO AT CONCRETE PATIO SCALE- 5/4" 1'-01' AT SECOND FLOOR TERRACE DESIGNED BY: B.C.G. &, S.M. --------------------------------........................ .................. ------------- C1 IECKED BY: B.C.G. DATE: 12.3.2021 -------------- ---------------------- PROJECT No: 21050 A-200 OF 25 V., 7 WARNING: H-IS A VIOLA I ION O1! THI`I..A\VFoR ANY PERSON.1;M.,ESS ACTING tINDFR IM- I)IR1'(._F1()N LK'LNSFI)Ak(J1I I 1,(.J,J0 Al I LR AN ITF M I N A NY\VA Y, I F AN UFFNI zk BFARINGTHE SFAI,OF AN 7 121, 12 -12" 1211 12 11,1k 1211 ARCHI'IECTIS ALJERED,THE ALTERING ARCHITECT SHALI AFFIX . .......... ..... . ,. ...... .......... .......... ------ ----- ...... . ......... ...... TO HIS AiER ITEM THE SEAL AND THE NOTATION"ALTERED BY" ---------------- ------------ . ... .. ........ ..... ............ Nv_ .......... ................................ FOLLOWED BYIIIS JIER SIGNATURE :25'-0" MAX BUILDINO HEI 67HT (FLAT/ MANSARD ROOF) AND THE DA TE OF SUCI I ALTERATION,AND A SPECIFIC ------- ---- ------ . ....... ....... ..... ....... ........ ...... ........ ..... ........ ........ ....... . ..... ....... ...... -------- ------ --- ------- ----- ----- --— --- -------- ...... ....... ........ ----- -- -------- ..... ------ ....... ........ ........ .... ....... --- ------ --- ------- . ....... ..... DESCRIPTION 01"THE ALTERATION 1z zj T.O. 2ND FLOOR PLATE - ---------- -------------- --------- ------------ 2NP FLOOR EXTERIOR HDR .............. (VERIF'f R.O. W MANJF) u! 2ND FLOOR INTERIOR HDR (VERIF"r R.O. 1^V MANL)F) ........... ........................- 1z T.O. 2ND FLR5LJ5-FI cl N ob T.O. 15T FLOOR PLATE 15T FLOOR HEADER (VERIF"y' R.O. IliiV MANUT-) CD ........................... tu J"X2�" STEEL NENEL P05T I^V STEEL RODS PONDER COATED -RE TO PENETRATE 1^V tu BLACK NOT TO PERMIT A 4" DIA. 5PHE u 56" HIOH J"X5" Sour,> NOOD TOP RAIL TO MATCH DECKINO IST FLR 5UE3-FLOOR ..................... .. ...... ... .......... ------------_-_-Z........................ ........................ ....................... ---------- ----------------- ---------- ....................................... ........................... ......................... - - - - - - - - - - - - -- - - - - -- - - - - - - -- - -- - -- - - - - - - ---- - - --- --- - - - - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - 7- .. ......... AVERAOE ORAME ...................... ......... ............... .............. .......... ............ ............................... ............ . ............................................... ...................... . ............. ........... ...................... ........... ........... .......... .......... ......... ...............11.................................... . ..... ........... ......................... ............ .........................................I............................. ..................... .............................. ................. ................................ ::::::::r:w:w::::::::::w:wrw:................ ............ ....... ................... .............................................................................................­............................................................................................. ............................................................................................ .......................... .......................I.................................. ............................................................................................... ..............1 .......... ---*............... .......... .............. .. . ....... ..............................................*........... .......... I............... i, ...................................... *...........*................. .................... ............................*'*"*............ ................................. .......I. ........ .........I......................... .......I.. ................... ....................... ............................................­­.......... ........... ............................................................................I. .................................... ................... .......... ............... ....................... ............. - -­­ ....... ­­ . ....... ­__ _11-- - 1 1 ........... ..................... .... ... ... ............ ..................... ........ ..... ...... .........................*....................... . ...... .................. ........ .............­................*.............................. ­*........... ............................................................. ............................... ............. ... ..................................................................................... ........................................................................ ..... ......................................................................... ................ .......................................................................... ........... . ...... ........... .......................... .............. . ........................... ...... ........ ..................... :................... .......... ............ .. . ............ ..... . ... ...... .. .... . . ............ .............. . ............... . ........... ...................... ........... -- -------- .. ...... .... ........ ... ........... ..... POOL/ POOL PATIO 5TRUr-,TURE .......... (1�)ESIONEE7) 5"r OTHER) ............... ........ ................. .......... . ............. .. .... .......................... ........... ....... ..................... ........ ........ ........ ........ ........ ....... ...... ........ ..... ........ ........ ....... ... ...... .... . .................. ....... ....... ...... . .... ....... ........ ... ....... ....... ..... ........ . . ....... .. ....... ....... .... ...... ............... .............. .... .... ... ..... ............. ............. . ..... . ....... ....... > . ..... ....... .... ............. IL tANb IL 0 7 ELEVATION (NORTH) SCALE: 114" I'l-011 1211 1211 12" 11211 120 1211 ---------------............................ ................................... ........... ........................ --­ --------------­------------------- �D ................... 74 1 ------------_-- 25'-0" MAX BUILMINO HEI5,HT (FLAT/ MANSARD ROOF) .......... ........ ...... EL: .......... > -- - - - -- - -- - - - -- - - - - - - - - ........................ �D ...... ............. ..................... ........................... .......................................................................................................................... ........................................................................................................................................................................................................ ...................................................................................................... .................................................................................. u T.O. 2ND FLOOR PLATE ................... ............. .......... ............................. ............................ ......................................................................................... ......................................................... ...................................... ................................................................ .....-­--------­--­­------- ...................... .......... �7, 51 ........... ..........­­� 0.......... .... ........ ............. 5-0 2ND FLOOR EXTERIOR HDR -V MANLJF) Noziry R.O. I ...........-------- ............ > .......... ....... ...... 2ND FLOOR INTERIOR Hr,>R/ -P NE IFY R.O. W MANUF) ............. ........................................................................................................................................ ......................................................................................... ........................ ..................... ..... ...... .... ..........1111-il�-1.1-, -V5TEEL RODS J"X.2�" STEEL NEP EL P05T I PO�OER COATED BLACK NOT TO PERMIT A 4" .......... 4.......... H15H J"X5" ------ ---- --------_- VIA. SPHERE TO PENETRATE VV 56" ---- ----------- ---------- --------­-------­-----­ ---­----­----- ---------------------­-­­------------............................. ---­­­­--­-------- ISSUED: ............ 50LID HOOD TOP RAIL TO MATCH DECKINO .................... ..... ........ ...... ............ ........... ------------- 2.1.2022: ZONING REVIEW -- ­--------- ........................ ................ -------------- ........ ................................ ............................. ..................... .......... ---------- -------------- ............... ......................... ............. ............ ..................................................................... .................................................................... ..........................\.................................... ......... ..................................... .. .......... .....................-­­­­­--- ............I............................................................................................ ........................... ......................*:*:::,::::::::,:* . ................................ .............. ......................................... ................. ....................... .................................................................. .................................................... ...... .... .............................. .............................................................. . ............ ........ ....................................... .......... .............................. ...................... .......................... ............................ ............ ........ ............................ .................. ... ................ ............. ............................ .................... ..... . . .. ............................... .............. ................................. 2.25.2022: CLIENT REVIEW ................ ......................... ............... ...................................­ �1 . ................................................................................... ....................................... ................................................................ ............. ......................................................... ................................................. i 3.23.2022:CLIENT REVIEW '-\............ ......................................................................... . ...... ......................... .......................... ..... .................... -------------- .... ............................................. ................. ............................. .............. 9"X.2�" STEEL Nrz�-EL P05T W 5TEEL RODS PONDER COATED ----------------- .......... ............ ................................ ........................................ .......... . .......................... .. ............................................. .......... ; ............... ....... .............................................. . ........ ................... ....... ...................... ............ ................................. ........................................ ..................................................... .................. .......... ------ ...... .......... ... ....... ................... ........................ .............. . ......... . .......... ........ I-C) :;2_ND FLR 5UB-FLP, ........................... E3LAC,K NOT TO PERMIT A 4" VIA. SPHERE TO PENETRATE VV ......... ...... ............ ... .................................. ........... ........................ .. ............................................. ... .......... ............. ...................................... ... —----- ................ ................. ........................ ............... ...........I.......... ............. ........... ............................... ............... ............. ............. ......................... ................................. --- -__-__---- ............................. ............ ......................--------------------------------------------------------------- ............. 331.2022: CLIENT REVIEW 5,65" H15H �"X5" SOLID NOOD TOPRAIL TO MATCH DECKIN5 ........................ ------------- --------------- ..... ------------------ ........ -----------.. .... ........................ ......................................................................................................................................................................................... ......... ... .. .............. ............ ......... ... .............. ........... T.O. 15T FLOOR PLATE 4.5.2022: CLIENT REVIEW 4.27.2022:CLIENTREVIEW ........... . ..... IST FLOOR HEADER ....... ........... NERIFY R.O. K/ MANUF) ..... .... ... . ......... 5.31.2022: CLIENT REVIEW .......... .............. .......... .............. 6.16.2022: CLIENT REVIEW 11A ..................... .. ... ....... ............. 6.29.2022: CLIENT REVIEW 9.20.2022: CLIENT REVIEW .... ......... ----------- 9.28.2022: CLIENT REVIEW lu ..................... 10.5.2022: CLIENTREVIEW - ---------- ---------- - -------------- ­­ --------------....... -------- -------------------------------­­-----------------­­-------------- ...........--------------------- ------------------------- 10.25.2022: ISS.FOR H.E.R.S. -----­­----------------- -----------­---------------............................ ........... tu ------------- ------------ ------------------ -------------------------- . ...... . 42.2.2022: ISS. FOR BOARD -------------- ------------------------------------------------------------------- -------------- 15T FLR 5UE3-FLOOR ---------------------- ------------------------­-----­-­----........ ... .................. --------------------------- --------------------------- ---------------__---------- ---------------­---­---­------------- -- -------- ----_--_--- ----_____-- ... ..................................................................... ................................... .............. ........... .................................. .......... .............................. ...................... . ................... ............. I.......... . . ...... OFTRUSTEES WETLAND ........... .............. .............. .............. ............. ............... ........... - - - - - - - - - - -- .............. - - - -- - - - - - - - - - - ------------- ----­--­----------------­--------------------- ..... ............................ ............----------------------------------.. .......--------------------.......-------------- ---------------------- ........................ -i ....... ... .. AVERAOE ORADE .......... ............. ....................---------­------------------------- ............ ........ ----___--_- ........ ............... PERMIT --------------_---_-------------- --------------- ............ ....................................... ........ .......... --__----------- ............. EL: 57'-(o f ------------_------------- ----­--------------------- ---- ................................ ---------------------- ­--------- .......................... .......... ------------- fl----------------------------------- ......................................... --------­­------------- ------------- 12.5.2022: ISS. FOR LAN USE ---------- ------------- -----------_ ............. ----------___.................. ......... ............................. ............................ ............................._----------_---- ----------------------------------------. ............................. ---------- ........ ............... __�7�7­1"­_l __-__­��7;771_ ...................... ......-------- ...... ............................................. 2.14.2022: ISSUE FOR PERMIT ................---------- ................... ----------­­--------------- .............. ------------- ------------------....... .......... ........... ... . ....... 1.3.2023: CLIENT REVIEW 1.24.2023: ISS. FOR . ..... WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT ............ ............. POOL/ POOL FATIO 5TRUr-,TURE(DE-510NED 5'r OTHER) - ------- ....... ...... ----- --__ ...... .... ........... .... ...... ............... LANDSCAPE PIALL ......... ....(DE51 67NEP BY OTHER) ----------------- ------ D1-:SIGNED BY: B.C.G. & S.M. ----------------------------------------------------------------------------------------------------...............CI IECKED BY: B.C.G. ---------------------------- --------------------------------------------------------------------------------- DATE: r2 LEFT ELEVATION (SOUTH) 12.3.202 1 ............. ............ ........ �2O 50ALE: 114" 1'-0" .......................................P..R.0.i E..C T'N'o':.......................IN 21050 -------------............................................................................................................... A-2"0 1 OF 25 21-611 2140" 1 i 1, . .-..`' i i FLAT ROOF ASSEMBLY NOTE ---I_.;- R e _ � 60 MIL EPDM ROOF MEMBRANE FULLY ADHERED I .; _ m TO g" EXT. GRADE ROOF SHEATHING. USE a ( , C , 25-O MAX BUILDING HEIGHT (FLAT/ MANSARD ROOF) i ----- -------- _._. ........ ._. E 17 (2) I "X14" COPPER EDGE FLASHING AT EN IRE PERIMETER. EL: 62-6 XI I "X14" LVL (FLUSH) z __, I _.. . _.__.._. ........ ..._... _..... ....... ....... ----1 1__ ...... --.. ..._... .._._ ----- ------ ..._... ....... .... . .._.... ...._.. .._... --- -----... 111_1. ..._.. __..I ...... ...._. _...... _._...I ........ ......_ ------ --.. ........ ........ .._... .-----.. ........ ..__.. ....... ........ ..._... __... .._... ...... .._..... _...... ....... ........ ---- ------- �; LVL (FLUSH) EPDM MEMBRANE I S TO By i NSTALLI=D A . -< 1111... -... ....._. _._.. i _._._ . / 2X12 RJ AT I6 O.G. WI 2X6 _._ ....... ....... ........ ..... PER BLOCK I NG RIPPED I N HALF 1"IANUI'AGTURERS SF' C I TI VE _ , : . ......._,I;, ::: - - ,., ...., -:.. DRAINAGE AS REQ. (4" PER FT.) OVER - - m I ROOF J01575 (REFER TO FRAMING PLANS U.O.N.) T.O. 2ND FLOOR PLATE : 4 _1.111 _ 1111._.. _ _ _- .._.... ........ ....... .... .._... .. __�_...... .m . =_. =- _._=.... �......... n -......_n..... .. �_ _ .._.....G]__._.-..0 ...c, _ .= _.... ....= , �. n........ _n .........n ......M ._-=_ ..= ._.._ .- ..._..=__- �. n...._..-n .__._� .......� INSULATION PER HER 5 REPORT , ; ; p WARNING: 2ND FLOOR EXTERIOR HDR (5) I "X14° (3) 2X10" ' _._. _ I[ €s A t'I()€",1TIUN U1 I I F i-,ttt'€OR (VERIFY R.O. W/ MANUFJ i LVL (f"LUSH} HDR-......- N - ( ANY PERSON,(.MJ.SS ACTING '� -- . �: 2ND FLOOR INTERIOR HDR 1N5G E TSYSTEM TO BE SELECTED BY OWNER) L�[)€ R i€IF [)IRI'(. il()\ 1>€ .\ RA i I (LEFT NATURAL) OVER € [i L.,NS€ €)A€tC'H€"I[,C i, [l�Al.1 l"ft;1N (VERIFY R.O. W/ MANUF) , HORIZONTAL (X2 IPE PLANKS AT 24" Q.G. (PAINTED €r1:nl IN ANYWAY..IF A. I"rE ;1I s BI'ARING'I HE SEAL,OF AN BATH BEDROOM #4 FOYER I MEGH MUD GL BLACK) OVER ARCHFTI_CTIS:1I"IERED.THE AL1[=RING ARCHITECT SHALE"AFFIX TI-11 PLYWOOD (PAINTED BLACK ON ALL SIDES QUER To€[fS ROOM ROOM HCR ITFn4 THE SEAL AND THE o - HYDROGAP DRAINABLE HOUSEWRAP OVER - " " GDX PLYWOOD SHEATHING OVER NOTATION"ALTERED BY" ' ;., [ FOLLOWED BY HIS'HER SIGNATURE : 1STUDS AT 16„ O.C. i I I i _.. ... .. . AND T€IL DATE OF SUCH : : _1111 . 1111. 1111 INSULATION PER H.E.R.S. REPORT ALTERATION,.AND A SPECIFIC . UESCRII'T70N OFTHE A['IUN . GY PSUM BOARD N I I TERI OR FINISH IN i SECOND FLOOR NOTE: u, - -- 1111. T.O. 2ND FLR SUB-FLR -._.. ; ! : ..... ._.... -1111..--- ------�......_ ._.:...:.......:::.:. _w. -- _ -1----- , :: - ----- - - __...._._....... F I N I5 0-FLOOR CLUED 4 : :. ;; ;,. ;; WOOD 5 : . ......1.11".1. 111 --- , I ...............-._......_...... ....._.....__.._..._._._..__. SGREWEDLTO 14 PREFABRICATED T.Q. IST FLOOR PLATE , ........._._. (3) I "X14" (3) 2X(2" HDR 2) I "X14" ) I "X14" TRUSSES ® 16" O.G. AS PER MANUF. 2 SPEGIFIGATION5. INSULATION PER �.._........_.. IST FLOOR HEADER LVL (FLUSH) LVL (FLUSH} - LVL: (FLUSH) H.E.R (VERIFY R.Q. W/ MANUF) - 5 REPORT . I - -----.. ...I.. ....... ....— . ...........1........I.....1.......-_ ..11..1 ..�.__...._.......................... . ... . .- ...... ... ...... : I. . . ii . : 1. ::. : i ; f : , . -w5 I - - p ' - 1111 - - - STUDY LOWER - N'EGHAN(GAL =1RST FLOOR NOTE=: ®VER ) 2"XIO" i FIN15H O BE 5E OWNIER OVER VE . . HDR ! ROOM - FLOOR GLUED R D 4" 7.60. PLYWOOD 5UB F ,; : : j SCREWED TO I 14" PREFABRICATED I. . . ,- : �' TRUSSES 6 O G AS PER MANUF IST FLR 5UB-FLOOR SP�GIF CATIONS. INSULATION PER : - �? -� i H.E.R.S.I REPORT - --- - - - :: : _ ....... ........ ....... ...._.. - ........ _____ -. ........ ..... _1111. - _.. - . ----- _ - ... ---- _ .- - _..I t, - - _ _ - _ - -1111.. - A A - :.. - ...... -. ._..- ----- ........ ._.-- -._.. ........ ........ ..._.. ......_ _...-- ----. _......_ VER GE _.. _._. ....... ....... ........ GRADE � � � 1:111.. 1111 .....::...... .......: ... ...... . �.. ... 1111. EL: 37'-6" (2) 1j"X14" � I LVL (FLUSH) LVL (FLUSH) c� ,..1...111...._._.__.-.. ;� : ?; „ I ---_ : ' I y// r : t....... �� /'/ .� 111,1 11 i / FINISH FLOOR BASEMENT SLABV. MEGHANIGAL i ;1111. LAUNDRY FOYER STORACcE TO BE SELECTED BY y„ ROOM I i: OWNER OVER 5 POURED CONCRETE ,,,. r I I SLAB WITH 6X6-I.oXl.O WWM ffi 4" METAL ', I - ........ ........ ' ! M (3) 2 XIO : 11HDR i KEY JO I NT (+ I O' 5PAC I NG E W) OV R '; I : ' WELL COMPACTED _ t . �r, I SOIL. PROVIDE k I ! , EXPANSION JOINT AT PERIMETER. ; I : :: I Iii ' -, :. : . ..... *. ....... ...... .: ...... ........ ........ ....... ....... .. ,,,_,I P4 m rA SGT I U1� /: ,eye bio,,,,,, , 1�zjw SCALE: I/4" = I'-O" �/ "I, '/� I'lla' I s � H'/i 101011.;t I '/ �a�� "', �' S � I /r., 01"69�j ��i FLAT ROOF ASSEMBLY NOTE: / -W,--,,,, is a � �, II = f"� - .._._....._L......""_....._................- .........._........................................._._._.,.I: ,--��-._ �_.._I�_'.-...._.._._I...._.._11........1.._._p_ 21-V II I�„ / ' ' I : le .k k f' 11'i, , ' ..-...............1.........1'....11....1........'..........1................_n...; ... . 60 MIL EPDM ROOF MEMBRANE FULLY ADHERED 12 . 2-8 12 2-& 12 12 2-� 12 TO EXT. GRADE ROOF SHEATHING. USE COPPER EDGE FLASHING AT ENTIRE PERIMETER. ml _ ...........Y....___......... . mi - I _ -::::::::::::::::::::::: 2X12 RJ AT 16" O.G. W/ 2X6 EPDM MEMBRANE 15 TO BE INSTALLED A5 PER + . ..................I.......,-......,. `�,� BLOCKING RIPPED IN HALF - , .......................................::....... ........._. 25.-0" MAX BUILDING HEIGHT (FLAT/ MANSARD ROOF) I II MANUFACTURERS SPECS. PROVIDE POSITIVE11 EL. 62 6 t 1j"X14" LVL (FLUSH) (3) 1 X14 LVL (FLUSH) z .. I . „:. - - - - - - - - - - - - - - - - - - - - - - - - - - - DRAINAGE AS REQ. ( " PER FT.) OVER ' - W IOX54 HDR W/ (2) 2X10 ; 2X12 RJ AT I6" O.G. W/ 2X6 2X12 RJ AT 16 O.G. W/ 2X6 ROOF JOISTS PREFER TO FRAMING PLANS U.O.N.) % - - - - - - - - TOP PLATE AND - - - - - - - - - - - - - - - - - - - - - - BLOGKING RIPPED IN HALF BLOCKING RIPPED IN HALF INSULATION PER H.E.R.S. REPORT m ... ..... ' BLOCKING AS REGI. (FLUSH) - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - --- ._ - - - -- -- ---1111... _. -' -_._......_..-____._._..__. -� _ - - _ :.. ------------- -....._..._.._...._..._...._ __...._......._.. --- - - _..... ....._....------ . ::.............. _- -___-- -- _ __- _1111;- : •. :: :: :. .. :: :: :: , ,, T.O. N :: , ' __ - 2 D FLOOR PLATE :: :: :: ;; ,I :: :: : - -,' . 1111 ,�' -1. --- - ......................_...................................,.•... 1111. �. 2ND FLOOR EXTERIOR HDR (3) I "X14" LVL (FLUSH) :: m Wim:: s (2) I "X14" LVL (FLUSH) (3) 2X10" I II II 11 �...... �YERIFY R................................... MANUFJ....................._.... ;. (2} I XI4 (2) I X14 i , _ (3) I X14 '' ' I I LVL (FLUSH) LVL (FLUSH} ' LVL (FLUSH) :........."........................."..........................................1111........................... DR 2ND FLOOR INTERIOR HDR __......___._.._....-.._ - ___....._...__-- :.::. ...,.,._.:...,.,,,.,_:..:::..:.......,�,,.....:....,__,.. _..:. 1 .,.:: ..,...,..,,___::.: :. (VERIFY R.O. W/ MANUF) £ // I i' - ! ! 6" / 2X6 3 2X12 RJ AT O.C.O G I 1 BLOCKING RIPPED IN HALF I ,-Z-/...::.:,.�.,,..,,,,,�..........::.__,:z ! ; ; .....__......___........_..................._..__. ........._..........-..._.._.-__._._..-......_............._-.-._......., ; _� � .:::::::::�:�:.,�.:.:�.,,.m.:� HALL l�l.I.G. HANG I : I MUD G NG I � PRIMARY I . I £; I Roots k i p `� "' I /2 GAR GARAC�E� I I BEDROOM _: I SEG OND FLOOR LOOK NO �, LAB ;; f TE ...::... : :::::.:::::...:::... ,,:_:.. .w:..:: ::::=N 1111.. ; f I FINISH To BE SELECTED BY OWNER OVER I-ftftOURED GOl CRETE SLAB ( PER s INSTALL " TYPE "X" FIRE RATED, _I I 1 ' ' " T. G. PLYWOOD SUB-FLOOR GLUED FT SLOPE TO GARAGE DOORS WITH 11. / GYPSUM BOARD ON WALLS 4 \ 1Iift I ! ( I -.-- 5GRENED TO 14 PREFABRICATED 6X6 I.OXI O M : -- :: BRIGATED WI^l OVER METAL I GEIL.I_NG. ADJOINING LIVING SPACE ---. ,,,,.wN„_,_„_ .,:m__,:,:_ ................... ' �.,�,.......:::....-,,.:,.:,::,,,,_...:.:::,,,,_....,,.:,,,,,.:.:_,._..m..-:,::,,.: ,,.----,.., �. 1,1x:1. ('s I ;.... II _____�_���__.._�'.__-.---..-_....................._--.---..:-.........._.._..._.-1111.-....._................_.. _.-._._11_1.1_._-._...._____.........� !: I li ' � , " .. -- �.................._._---- t 11_11..-- :__ 111:1.::::�,,:::::::_, DECKING. PROVIDE EXPAN N - ---.--.,.,.....h _..,,,,..,,.m. 510 I / ;: I TRUSSES c 16 O G AS PER MANUF. O : : ,''iI si ; _I JOINT AT PERII�(ETER. [ ; T.O. 2ND FLR 5UB-FLR / €; ' i _._........................_...... SPECIFICATIONS. INSULATION PER . I � ......��,... ►� - - HERS REPORT N » - • ..:. ............ .............. . .................... -. 1111:.'. ,; , ' 4 :1111 1111... ,.....�..... �., .., ,,. .. , , 1111 , , , ,,. . - - _. 1111... ................ ;, ... ,. 111:",1. ,i '`'•..� 3; '`:'^-.. . ,. �..�.�,, ..,.�„ 1111 ,;. �..�. /, 'i I , `�.�.., 11.11 ..,.: i .„ 11,11, .., ,.,.,`. 't , 1111.. .. ., ./, , , ;,.....a. _._............._. ....a- 11_1 _�...........,..........-......:...s . i -� T.O. ST FLOOR PLATE ..................................................................................................................... ; r ��IVg D� ! (3) 111X14" W IOX45 W! (2) 2X TOP PLATE (3) I "X�i " LVL W/ (2) "X-1'1 1ST FLOOR HEADERX/STjNG I LVL (FLUSH) AND BLOCKING AS REGI. (FLUSH} STL PETS (FLUSH) Ob I (VERIFY R.O. W/ MANUF) _Gip,�D (3) l Xal LVL _ 1 1.1.1. ...__ (DROPPED) I � I (ALIGN B.Q. BEAM W/ B.O. F.J. '_ 1__1 __1 I - . _. WALL NOTE _ _.. ...__ UNEXCAVATED ? I I DEN , _-D \ RAIN50REEN SYSTEM (TO BE SELECTED BY OWNER) (LEFT NATURAL) OVER _ i _1 : i _11.11 �._ I p - .__. _. I HORIZONTAL IX2 IPE PLANKS AT 24" O.G. (PAINTED BLACK) OVER W -- - FIRST FLOOR NOTE: TI-11 PLYWOOD (PAINTED BLAGK ON ALL SIDES OVER ar = _•_._ MEGHAN I GAL PNTRY ! I I _. l REAR G01/ERED PATIO HYDROGAP DRAINABLE HOUSEWRAP OVER m _111.1 .. _..._...... - ; ROOM 1 j FINISH TO BE SELECTED BY OWNER OVER I Q !__ __ -, " T.86. PLYWOOD 5UB-FLOOR GLUED I " GDX PLYWOOD SHEATHING OVER W M _ 1_111. _._. m ..._ . _. -..... _, i i I 5GREWED TO 14" PREFABRICATED 16" O. C) , __ 11.11__. TRUSSES 16" O.G. A5 PER MANUF. Im 1 INSULATION PER 2X6 STUD5 AT G W/ : _1111.. . : SPEGIFIGATIONS. INSULATION PER GYPSUM BOARD EINTERIOR�RINISH Z 1ST FLR 5UB-FLOOR _. . I ' i H.E.R.S. REPORT I W ..........................................................".........................................-.......... ........ .... - -.. ,... _ . - ,1111 - - - - - - - - - - - - - - - - - - - - - - a - - - - - - ;; -'� 111,1., ,, - - - - - �- L - - - 3 - - - { - - �... - - - _.._ - '` _............ ...---_.....,...._.._.__......._..._, y , �... >.....,._........_. ___ 1111-- -1111--- ........._............. ....: _. AVERAGE - - - - GRAD _,.-,1-111.........._...__.................. __1111..__ >_-.,.- ..._................. -_ .:- ... 1111..___. ,_1__111- 1111.-................�:=s..:�� ��, EL 37 6 O� - - - - - - - - - - - - - - - - - - - - � _ - - - - - - - - - - . , :..... ........ ........ .....4 _. O ... 1111_- ................--,--._._. .........._.�.k-:a�-_..--����-..- -_ __.. W 4X1 FLUSf. w 0 z ! i UNEXCAVATED u.......... w STEPPED FOOTING DOWN TO GMU BLOCK WALL FILL E J H U w._.. MAINTAINS 3-O MIN. BELOW GEL 5 ' L 50 I D , , ':....I.. ........ ....... I..... 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' FINISH FLOOR TO BE SELECTED r C) C7 BASEMENT SLAB STORAC E AT I BEDR - _ 1111 _ : TED BY I B �+ , OOM #5 OWNER OVER 5" POURED CONCRETE 2 Q ! _...... ...-. _._ - __ 4" ME A `SLAB,WITH 6X6 I.OXI.O WWM TAL ,..� i ! ! i + 1 KEY JOINT(.�10 5PAGING E.W.) OVER I.... II NEX ' U p i � ; ; E I L COMPACTED-50IL. PROVIDE I..... ........ ........ .....: i I EXPANSION )DINT AT PERIMETER. pLr POOL • ........ ........ ...... ;"".." . : UNEXGA�ATED ISS � O o[ v _ „ z � z ISSUED: _._ _..... ........ ._ ...__ _1111_ - __ 1.1.11 .._ _111.1 .11.11 -...__ 1111. _... ....... _.._. __. ........ __1111 _..... ........ ........ . o ' � O ZONING REVIEW ........ ..: : O 2 1 X022 ZON ... ........ .....: �Q ._. . _11 11.__. _.._ _ _..... ...._.. ........ ....... ....._. .__ _.._ _.__ _ _ _.._ .__ _._.. _...... ...__. --1111 ...- _1111. - _ m , L.... ........ .._.... ..... :< z 2.25.2022: CLIENT REVIEW ..� ; 0 __ o UNEXG 3.23.2022: CLIENT REVIEW z IW ;Oo : I.... ....... ... =.-I.... ...._En..'. - .... ........ ......� ....i �..... ........ ....... �..... .. _ . U 3 31 202 CLIENTREVIEW : I I tu 4.5.2022: CL - IEN3 REVIEW I...... ........ ... I : Q ; Q _ : ._. ., I I J 4.27.2022: CLIENT REVIEW __,.... 31 2022 C --- O :.. ........ ........ ..._ 6.16.2022: CLIENT REVIEW iE 5 CLIENT REVIEW O O -- J ; _ I1] _11.1_...1 ,._ ' 1- I _ __ Q 6.29.2022: CLIENT REVIEW Q (� Z 1 - .. 0.2022: CLIENT REVIEW _1.111;_1111 .: 9 2 _. _-.. _. O -- ' O O _. ___ 9.28.2022: CLIENT REVIEW . _ ........ ....... ...... .............. ,. , . ...... ......; Q 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND BEC�TION PERMIT ---------------------.-- I ---- - --------------- 12.5.2022: ISS. FOR LAN USE SCALE: I/4" = I'-O° 12.14.2022: ISSUE FOR PERMIT 1.3.2023: CLIENT REVIEW 1.24.2023: ISS. FOR --- WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT --------------- DE.:SICiNF.,D BY: B.C.G. & S.M. ----------------------------._..... ...-.._- ---------------------------------._._... C1 JECKED BY: B.C.G. - ---------------..---------------------------------------------_ DATE: 12.3.2021 ...._... _......................... ........_............_.... -------------------------------- PROJECT No: 21050 A-300 OF 25 FLAT ROOF ASSEMBL"r NOTE: 60 MIL EPDM ROOF MEMBRANE FULLY ADHERED I ......:.... .. : TO ; EXT. GRADE ROOF SHEATHING. U5E t� 25'-Q" MAX BUILDING HEIGHT (FLAT/ MANSARD ROOF) COPPER EDGE FLASHING AT ENTIRE PERIMETER. EL: 62'-6"t (2) 1 "X14" LVL (FLUSH) ; EPDM MEMBRANE 15 TO BE INSTALLED AS PER 2X12 RJ AT i6" O.G. W/ 2X6 MANUFACTURERS SPECS: PROVIDE POSITIVE__ _----- ----- ----- -- �. cn BLOCK GRIPPED ( : IN PP D IN HALF DRAINAGE AS REG?. PE RFT. OVER .) ROOF ,1015T5 (REFER TO FRAMINE PLANS U.O.NWARNING: INSULATION PER H.E.R.5. REPORT T.O. 2ND FLOOR PLATE _. _. ... .... - ---- - - ---- - — -- ---- - .. ............... I I A G'I{)LATIUN OF I HI:l..,a��' E'OR : — — I� 2ND FLOOR EXTERIOR�f (3) 15"X14" LVL (FLUSH) : ��Y izl R[111 ( \1.r;SS AC'"1 (3) i4X14` LVL (FLUSH) ' I'Nl?i R Ilii I)f!21"{"I I()'� c�I .� (VERIFY R.O. W/ MANUF) _..... _...... - - - ----...._----------- . l TT_.N'I IN,ANY WAY.IF AN I"T"EM 2ND FLOOR INTERIOR HDR B['ARIN6 TH : SEAL OT'AN (VERIFY R.O. W/ MANUF) ARCH rrccr Is AL"rEKf D; T'FI FOYER PRIMARY BATHROOM PRIMARY AI"FF.KfNC,ARcIIrrF;r"rsHALL.AFfIx TO ITIS/IiER ITEM THE SEAL AND THE TERRACE NOTATION"ALTERED BY" o SECONID FLOOR NOTE: FOLLOWED Bl HIs;IiC_R sfc,N.aTUT AND THE DATE OF SUCH FIN15H TO BE SELECTED;BY OWNER OVER ALTERATION,.AND A SPECIFIC " a .................................. [ NI.4G. PLYWOOD SUB-FLOOR GLUED DESCRIPTION FIIIG ALTA AT ...... ........... SCREWED TO 14 PREFABRICATED TRU16" O.C.SES � AS PER MANUF. � ...::::..:..:...::::::::::::.....:: ..:......:. ;::::::: ;::::::::.::::.. SPECIFICATIONS. INSULATION PER _........... .................._...... ................. = .... ....... H.E.R.S. REPORT .......... ................................... ................................._......_ Q T.O. 2ND FLR SUB-FLR ----------------_ ....... ........I........ -----------..................... — cv ..... --_.... --------. _. - .... _------. _........ .......... T.O. I5T FLOOR PLATE UNEXC. (4) I "X14" LVL (FLUSH) (3) 1j"X14" LVL (FLUSH) (3) Ij"X14" LVL (FLUSH) (3) I "Xcl�" LVL (FLUSH) 15T FLOOR HEADER (VERIFY R.O. W/ MANUF aF _ I ( LIEN B.O. BEAM W/ B.O. F. ) o. A J. l ...... ..... ... ... G GDg _..........::: KITCHEN WALL NOTE: RAIN5GREEN 5Y5TEM (TO BE SELECTED BY OWNER) (LEFT NATURAL) OVER HORIZONTAL IX2 IPE PLANKS AT 24" O.C. (PAINTED BLACK) OVER - [7A - - - - - -- - TI-11 PLYWOOD (PAINTED BLACK ON ALL SIDES OVER - FIRST FLOOR NOTE: FINISH TO BE SELECTED BY OWNER ®VER REAR COV PATIO HYDROGAP DRAINABLE HOUSEWRAP OVER �. " T.$G. PLYWOOD 5UB-FLOOR GLUED 8 " GDX PLYWOOD SHEATHING OVER sa 50REWED TO 14" PREFABRICATED 2X6 STUDS AT 16 Q.G. W/ 16" O.C. NSULATION PER H.E.R.5. REPORT . ; GY _. .. .. .. P BOARD INTERIOR FINISH TRUSSES � G AS PER MANUF SUM SPECIFICATIONS. INSULATION PER IST FLR 5UB-FLOOR PORT HERS RE I --- -----. ...._ ----- ......_ ........ ----- _.. ._... ....... _...... - _.._. .._._ ...__. .._._ ._.. -.. _._.. _._._ ...... ....... ._..... ........ ..__. ........ ........ ...... ....... .__... _.... ........ .... -.. ........ _._... - - _._. ....._. ....... ...... - EL: 3�'-6" W IOX30 W/ (2) 2X TOP PLATE AVERAGE GRADE � AND BLOCKING AS REG. (FLUSH) UNEXCAVATED , STEPPED FOOTIN5 DOWN TO j .... ...... .... MAINTAINS 5'-0" MIN. BELOW GRADE (STEPPED 2:1 MAX) .:._....................:.................................. BASEMENT SLAB TO `. . ....... ....... ........ ......_ HALL CYM owNER ovER 5" PBouRE)�cor c ,, `,, w; 7 ............................................: 4.. ME SLAB NITH ..................... ......_ _ r.. ...... ..... �, (5 r NT (± PA INC W.) OVER AL NEX L._._..............._....._........... WELL COMPACTED SOIL. PROVIDE U POOL I ; STORAGE; ! EXPAN51ON JOINT"AT-PERIMETER. lu ; I ! UNEXCAVATED ........................... i i O : E.... . . ..... . ?- ........ ...._ ........ -..... ........ ........ _ - -. ._._ ..... _.... -------- ----- ...._.. _. ........ _.. _. O O z [Q O . ........ .... ........ ........ ...... `[ w UNEXC. w 00 1.... ....... ... ...... ....... ........ ........ ... ...... ........ ....... ..... Lu ' W : Q......... . AW .... ........ ........ 1..... ........ ....... ....._ // lD ®tuO i..... ........ ........ ...... ........ ........ ........ ........ ........ ........ ........ ........ ........ ....... ........ ........ ........ ........ ........ .. ---' .. ....... ........ �...r .. w ..... 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FOR WETLAND PERMIT-' 3.15.2023: ISSUED FOR PERMIT' - - ------ ---------- DESIGNED BY: B.C.G. & S.M. .._....-.--.............----....._._-_-__._.-_--.._.__.__ _- CI IECKED BY: B.C.G. - - --- ------------------------------------------------- DATE: 12.3.2021 ............ .......... ..........._......_....._.._..._.._........._....................................._......... PRO.IECT No: 21050 A-301 OF 25 ELEGTR1C.f�L. 5�°°`1�. 50L l EOENU - r� G E3 "' _ DUPLEX REGEPTAGLE SPECIALTY 5URFAGE MOUNTED L15HTING FIXTURE - 0 A-so0 � , r (TO BE PROVIDED BY ONNER) SLOT 4" LED (RECESSED LINEAR) 5URFAGE MOUNTED LISHT(WATERPROOF) 1, ...- ... ...... . .. ..... . ..... ........ .....I .1..... ...... ...... ... ..... ....... .. .... ..... ..... ..... ... . .. . .. ...... .. . ... .... . . . lfi P WA ERPROOF DUPLEX RECEPTACLE Vd/ SURFACE MOUNTED FAN S SMOKE DETECTOR y (P 4 GROUND - FAULT CIRCUIT - INTERRUPT -�- WALL MOUNTED LIr:,HT FIXTURE (GON5ULT ONNER) (TO BE PROVIDED BY OMER) -- .. . .... .. ... ..._. ..... . ... . ...... ....... . .. . . .. ..... _.... .. . 1. .. .. . . .. . .. . . . ... . . . .... ... . . . . ... .. . . .... ... .. . ..... ...... > :rc[ CARBON MONOXIDE DETECTOR °�, •; DUPLEX RECEPTACLE W/ 4 RECESSED L15HTIN5 (ROUND TRIM) GROUND - FAULT CIRCUIT - INTERRUPT � FLOOD LISHTINC N/MOTION DETECTOR ^'1 AND SMOKE DETECTOR I - -, ' " �: ' ' f ,, : s ® WALL MaJNTED LINEAR LED (W/DOOR SWITCH) Ei HEAT DETECTOR _." DUPLEX RECEPTACLE N/ SURFACE MOUNTED LISHTINS FIXTURE TOP HALF SNITCH O� REGE55ED 5" LED LIGHT FIXTURE FOR WET AREAS WITH EXHAUST FAN . GARAGE DOOR (WALL MOUNTED) . DEDICATED OUTLET -0 SURFACE MOUNTED LIGHTING FIXTURE (TO BE PROVIDED BY OWNER) 51NGLE-POLE 5NITGH .. - ��AR NG: 0 5ARA5E DOOR OPENER PANEL ... . . ...... ..... ..... .... ... . . .1.... ....... ..... ..... .. ....... .... I...... . ....... ..... ........ . .. ...... . .. ..... .. . .. ........ .... .... ..... I1 FOR � THREE WAY SWITCH A It�r,A l_`='1 RECESSED FLOOR MOUNTED REC,EPTAGLE RECESSED UP LIGHTING (EXTERIOR ORAD°E) i nNl r r.RtioN. I,IV IJ( ACTING GGAX.AL CABLE t'Nr�I.Tz T[I` I)Ir,i"c�TIE�� �,[ ,� i ICI.N'SFD AkC.'HI is LC.'I,"t t)At,LF.R AN QUAD OUTLET � 3S" SQUARE RECESSED LED LISHTING (TRIMLE55) FOUR WAY SNITCH © DOOR BELL 1TL.A'I IN ANI'A\'A1'.I1 ;A\' ITEM [3FARING THE SEAL.OF AN ARCH[]EC'"T"IS ALTERED,THF. -VERIFL NOTE: :1[."TT;RING ARCHI"TT;C"F SHAT,[.AF!'1X -VERIFY ALL FIXTURE LOGATIOI�S WITH BUILDER PRIOR TO INSTALLATION. -CENTER OUTLETS,FIXTURE5,5WITGHE5,ETC.ON WALLS,UNLESS NOTED OTHE�I5E. VERIFY Pl FURNITURE PLAN ON SPECIFY LOCATIONS) TO fIIS!fTCP.ITELT THC SEAL A tiD THE -ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. NOTATION"ALTCRCn Tar" -ALL Elf°GTRIG WORK 5H 411 BE PERFORM"#D IN STRICT GOMPI IANGE WITH TH)=2020 RCNYS GRAFTERS 34 4I INCLUSIVE. 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CHECKED B)7: B B.C.G. -300 ------------------.---- ( '� I I DATE: �. \� I V I S S I `'T L GT I G L L -------------------12.3.2021_._...._.------- E— \z 1 PROJECT No: 1 / -1Q0 SCALE: 1/4" = !'-O" ,,, �, 21050 E- 100 OF- 25 EL-EGTRI GAL. 5Y1`/ 50L- L FOENE71 -3a0 -300 �11 DUPLEX RECEPTACLE SPECIALTY 5IFAGE MOUNTED LIGHTING FIXTURE (TO BE PROVIDED BY OWNER) ® SLOT 4" LEP (REGE55ER LINEAR) SURFACE MOUNTER LIGHT(WATERPROOF) ?\ \VI' WATERPROOF DUPLEX RECEPTACLE SMOKE DETECTOR TPGR'l GROUND - FAULT CIRCUIT - INTERRUPT C WALL MOUNTED LIGHT FIXTURE (CONSULT OWNED SURFACE MOUNTED FAN O _.._ _ _... (TO BE PROVIDED BY OWNER) CARBON MONOXIDE DETECTOR V 'r-CI DUPLEX RECEPTACLE W/ 4" REGE55ED LI6HTINC, (ROUND TRIM) GROUND - FAULT CIRCUIT - INTERRUPT FLOOD LIGHTING W(MOTION DETECTOR AND 5MOKE DETECTOR ' ;4a © WALL MOUNTED LINEAR LED (W!DOOR 5WITCH) SURFACE MOUNTED LIGHTING FIXTURE F1 1] HEAT DETECTOR DUPLEX RECEPTACLE W/ ,� WITH EXHAU5T FAN TOP HALF SWITCH RECE55EP 5" LED L16HT FIXTURE FOR KET•AREA5 -�a GARAGE DOOR(WALL MOUNTED) 51N6LE-POLE 5WITCH GLA55 C-UAARDRAIL (OPTIONAL) WARNING: PEDICAMD OUTLET SURFACE MOUNTED LIGHTING FIXTURE (TO BE PROVIDEDD Y OWNER) El 6ARAGE DOOR OPENER PANEL I]'IS. FOR lS A VfOI AI�It)N OF "T F A THREE WAY SWITCH ANY PERSON.L N1.1.SS.ACTING RECE55EP FLOOR MOUNTED RECEPTACLE � � � l DIM:(-C� -� R;mGESSED U: LIGHTING (EXTERIOR CRAPE) COAXIAL CABLE E NDEEZ-rH 1)I:,I c [It)N taiA E It ENSI I)ARCIFI I FC*F,'T0 AIA LR AN FOUR WAY 5WITCH l"I1 nT IN ANl'l\';aY. IF 1N ITE M QUAD OUTLET 35" SQUARE RECESSED LED LIGHTING (7RIMLE55) DOOR BELL \/I ENINO ASEA Bf AR1NG"THE:SEAi.•OF;1N 6E NERAL NOTE: ARC'HI-TE'T'IS ALTERED,THE HE:' -VERIFY ALL FIXTURE LOGATION5 WITH BUILDER PRIOR TO INSTALLATION, AI."rF:RTNC;ARCH1`E EC"T"SHA1,L.AFFIX -CENTER GUTLET5,FIXTURE5,5WITGHE5,ETC.ON WALL5,UNLE55 NOTED OTHEM15E. (VERIFY WITH FURNITURE PLAN ON 5PECIFY LOCATIONS) TO FT[S%FTER ITEM THE SEAL AND THE NOTATION"ALTERED BY" -ALL ELECTRICAL WORK 5HALL BE PERFORMED BY A LICEN5ED ELECTRICIAN. FOLLOWED 13Y iTIS;FTLR SIGNATURE-ALL ELECTRIC WORK 544ALL BE PERFORMED IN STRICT COMPLIANCE WITH THE 2020 RCNY5 CHAPTER5 34 THROUGH 41 INCLU51VE. SF AND THE DATE Or STJC}T -UNDERHRITERI5 CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE O"ER UPON COMPLETION OF ALL ELECTRICAL WORK. (f 51C E3Y ALTERA I ION,.AND A SPECIFIC -PROVIDE 5MOKE AND CARBON MONOXIDE PETE(TIN5 ALARM DEVICE5 A5 PER 8314 d 8515 OF THE 2020 RCNY5 AND APPENDIX ",1"SECTION AJ102.3 OF THE 2020 RGNY5. 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E 4.5.2022: CLIENT REVIEW G 4.27.2022: CLIENT REVIEW -300 5.31.2022: CLIENT REVIEW GL 6.16.2022: CLIENT REVIEW 5� 6.29.2022: CLIENT REVIEW 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. .............___......._..............._........__. ���� OF TRUSTEES WETLAND .... PERMIT .........................-................................... 12.5.2022: ISS. FOR LAN USE .............................._..............-........ ..._.. 12.14.2022: ISSUE FOR PERMIT . . ......-___-------------------..._...._. 1.3 2023: CLIENT REVIEW ...........................__......................... 1.24.2023: ISS. FOR I ................_............_..............__._._...... WETLAND PERMIT _.._.-_............................................._._.. 3.15.2023: ISSUED FOR PERMIT ..... . . ....... ........ ........ ....... ..... ....... ........ ...I——...... ..... . ----- ----- ...... DESIGNED BY: B.C.G. R S.M. - - ..........-----........................................ CIIECKED BY: B.C.G. DATE: — 12.3.2021 300 -------------- — ------- PROTECT No: FIRST FLOOR E — ...._._ FLAN _ 21050 1 E-101 SCALE: I/4" = I'-O° E- 101 OF 25 LFGTR I CAL 5"rTI/ 50L LIEC 1ENE) . Q DUPLEX RECEPTACLE SPECIALTY SURFACE MOUNTED LIGHTING FIXTURE � SLOT 4" LED (REGE55ED LINEAR SURFACE MOUNTED LIGHT _r , (TO BE PROVIDED BY OWNER) (WATERPROOF) G g '' ` )>,'p WATERPROOF DUPLEX RECEPTACLE W,/ SURFACE MOUNTED FAN A-30o / - �G}c[ GROUND - FAULT CIRCUIT- INTERRUPT � WALL MOUNTED LIGHT FIXTURE (CONSULT OWNER) (TO BE PROVIDED BY OMER) Q SMOKE DETECTOR -300 /,, . ` i ,rcl DUPLEX RECEPTACLE W! { 4" REGE55ED LIGHTING (ROUND TRIM) FLOOD LIGHTING W/MOTION DETECTOR CARBON MONOXIDE DETECTOR h GROUND - FAULT CIRCUIT- INTERRUPT c h� AND SMOKE DETECTOR __1111.. . ...... ....:.._. _ _1__111_ . I :1 _._.. -' DUPLEX RECEPTACLE YOU �� MOUNTED-KALL LINEAR LED W/DOOR SWITCH) SURFACE MOUNTED LIGHTING FIXTURE �., ---' ; WITH EXHAUST FAN (i HEAT DETECTOR (P TOP HALF 5NITCH , � ;-,c , ,Vry REG SEED 3" LED LIGHT FIXTURE FOR WET AREAS _ .. : _ ,, , :.= . ..; SINGLE-POLE SWITCH GARAGE DOOR(WALL MOUNTED) , ,., . DEDICATED OUTLET 5[JRFAGE MOUNTED LIGHTING FIXTURE (TO BE PROVIDED BY OWNER) ® - (� f" THREE WAY 5WITCH El GARAGE DOOR OPENER PANEL I f 1 :::: RECE55ED FLOOR MOUNTED RECEPTACLE - - - RECESSED UP LIGI#TING (EXTERIOR GRADE) ;. __ J __ ._. -- ---- _ WARNING: QUAD OUTLET I FOUR WAY SWITCH COAXIAL CABLE -_ _ }- - - -- - * I I F'OR T IS;�'VIOLATION OF THE'LA1�' 3.5 SQUARE REGE55Ep LED LIGHTING (TRIMLE55) ® I � ;1N}'PF,RtiON. UNI,FSS ACTING DOOR BELL : :: I a\DL,Z I fiF f)1RL(. f It t\'Or :� G I IMAfi�`r' [ Il-I,NS1J):1Rt.'}{lil.("I, IOAr.Er,R;1N CENERAL NOTE: L�2t-'1t�nOM I i"I'I �'f I ti'ANti'11',AY,IF AN IT'PIti1 -VERIFY ALL FIXTURE LOCATIONS WITH BUILDER PRIOR TO INSTALLATION. 1..' i, .�/ E3''IN AN"r V Y} IF. N IT AN \ ARCHITECT I5 AI TERED,THF; -CENTER OUTLET5,FIXTURE5,5WITGHE5,ETC.ON WALL5,UNLE55 NOTED OTHERWISE. VERIFY WITH FURNITURE PLAN ON SPECIFY LOCATIONS} I �' AI."ILRING ARCHITF,C'T'SHALE.AFFIX -ALL ELECTRICAL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICIAN. TO HIS YHER ITEM THE SEAL AND THE -ALL ELECTRIC NARK SHALL BE PERFORMED IN STRICT GOMPLIANGE WITH THE 2020 RGNYS CHAPTERS 34 T6 kRQUGH 41 INCLUSIVE NOTATION"ALTERED BY" -UNDERWRITERS CERTIFICATE SHALL BE OBTAINED AND PRESENTED TO THE OWNER UPON COMPLETION OF ALL ELECTRICAL WORK. : is I I : -PROVIDE SMOKE AND CARBON MONOXIDE DETECTING ALARM DEVICES A5 PER 8314 $ PZ15 OF THE 2020 RCNY5 AND APPENDIX "J"SECTION AJ€023 OF THE 2020 RCNY5. 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I L..._-1111._._.____ ___.............................___. .........._,,,,,,,, ,,,,,,,,,,111 ---,,,,",,,..,........._' ISSUED: 2.1.2022:ZONING REVIEW 2.25.2022: CLIENT REVIEW 3.23.2022: CLIENT REVIEW E 3.31.2022: CLIENT REVIEW -3O° 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW 6.16.2022: CLIENT REVIEW /�"' /'��I�"'� I I I �f 6.29.2022: CLIENT REVIEW L'' NL_ `Z 1 5 �-/�.�/ I `t�-/ 1..-®® L- G T I G 1-•• �... I �t 9.20.2022: CLIENT R-_ EVIEW V14-10 9.28.2022: CLIENT REVIEW 50ALE: 1/4" = 1'-O" --- ----- 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR 14.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND PERMIT 12.5.2022: ISS. FOR LAN USE 12.14.2022: ISSUE FOR PERMIT 1.3.2023: CLIENT'REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT 3.15.2023: ISSUED FOR PERMIT DESIGNED BY: B.C.G. & S.M. _......_..-1111..----1111--------...-- ------------------ CI1ECKED BY: B.C.G. ------........___...---------------------- DATE: -- 12.3.2021 ------------------ -.------.�_-.--..----- PROJECT No: 21050 - 102 OF 25 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail - 16d (0.135- x 34") Load bearing or braced/shear wall Plate nail, 16d (0,135' x 3 Plate nail, 16d (0�135 X 3 yz") at 12" on-center above (must stack over wall below) Load bearing or braced1shear wall above 8 , Blockin panel, IYT' TSR� Rim Board, (must stack over wall below when present) at 16" on-center at 16" on-center When sheathing thickness exceed Ya" 2x stud wall at Floor panel nail- 9 No load bearing ALLOWABLE HOLES TJ1@ Joists trim sheathing tongue at rim board 167on-center 8d (0,131" x 24 )at 6" on-center lk' TimberStrand'�� LSLorTJ[8joist. Min. distance from Table 5 IY,.'hole may be cut Blocking panel: wall above TAin distance from Table A Web sfiffener /111, a nywhe re I n web o ut- MW Afthk 11/�` TX';Rim Board, required on both Plate nail - 16d (0,135- x 342") 2x4 minimum _11> Web stiffener's Blocking panel: .......... side of hatched zone WJ Web stiffeners required on I DO NOT IA" TirnberStrand?) sides at A2W ONLY at 16*' on-center* Sheathing -, I �1 N squash blocks required each side XV TJ- Rim Board, cut or notch flange. 15�1 both sides at A3.4W ONLY Ilk'Timbet-Strand1b LSL 1,'joist LSL or TV boundary nails, at B3W ONLY 11> ,,eFloor panel nail try/-) 00 (,0:131" x 24") at 6" on-center' or,TJV0 joist 8d (0.131" x �,J 2Y2 1Y4`TimberStrandt-, LSL rim board.. Y1611 Web Stiffeners required Ile- Web stiffeners Rim-to-joist at 4" on-center required on both V L4 10 0 nail each side at A3,_W sides of both joist 2 x D., 0, CI groupedfround L. 2 x L Toe nail - 1 Od (0,131 _4 Toe nail, Toe nail, llk'TX� Rim Board When sheathing --Z x 3") at 6" on-center ends at B4W ONLY field cut rn in On u hoies are permitted if t Do not cut 12' y holos i the group penmeter >1 10d (0,131' x 3"1 10d (0.131 x 3") TJV; rim joist (A3YA3W only)or thickness exceeds 77/18�"%/ Web stiffeners requ re nd of joists at hatch n (applies to afl holes meets requirements for at 6'* on-center at 6" on-center min cut holes in cantilever ed except knockouls) tia1ch#d than 1YS-in IA" TirnberStrand,^�',' LSL. trim sheathing tongue For rim board thicker than I X" on both sides at BIW centerline zones round or square holes. zones cl&ntilever TJI rim joist at rim board and B2kPvl ONLY of support reintorcement. Web stiffener Toe nail - 10d (0.131" x .3") - Attach TJI Joist to hm board with one 10d (0.128" x 3") (D6 a required on both Must have 1%" minimum nail, Top nail from U joists into rim board, Table A - End Support 00 0 Install proper blocking to CD 0 sides at A1W ONL at 6"on-center* Blocking panels may be required with braced!shear Blocking panels may be required Minimum distance from edge of hole to inside face of nearest end support U3. 2 support all panel edges - Connect corner with four 1 Od (0.1280 x 3") nails. Toe walls above or belov.,—see detail 81 B3 with braced/shear walls above, or ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE joist bearing at ends. A tta nail from side of parallel closure into irim board, below — see detail BI 4) JOIST rim joist per A3 detall� ch DEPTH TJP-' 2.. - -----4- V, 7-", 8/�,` It" 13' V V 4. 5- GY,. I'll 7--.111, f.I.4" It- 13- For additional installation spec�ficafions see Rim Board Details and Installation in A31 1Al2 For additional installation specifications see Rim Board NM through 2x-cantilever, wood backer and W2-, ____ _____ __ ­­ - I 110 11'�O" V-6 7-0 T-C,' 5'-1F V-0" V-6' 2'-6' 3%f,' AV,f Weyerhaeuser Mstallation Guide for Floor and Roof Framing. TJ-9001. W \N Details and Installation in Weyerhaeuser Installation Guide 1 Y6" T X," Rim Board or 14' TimberStrandl" Blocking TJt,:;joist web with 2 rows 10d (0,148" x 3".) 210 V-0- 1,4511" 7-fl" T-01, 5%61" V-0` 2,'-Q' 7-f' --0' 5'-0' (9 a 1* 9X" for Floor and Roof Framing, TJ-9001, LSL. Nail with 10d (0.131" x 3 ) nails, one each panel nails at 6" on-center, clinched, 230 1'_C,- 2,-0" 3'-C' V-0" 2'-0' --T 4-�C� at top and bottom flange. Nail to blocking panel Use 16d (0,135' x 3�Y2`) nails with 3Y2," Ul"'; 360 V-F 2'-W 3%0'1 14%0, 6_01 5 with connections equivalent to floor panel 560 1'43" 2%6' X-6' 5�-O' 7'-Pj' Z-O" 3%0" 4'V 5'-6- 6,17 joist flange widths, ................ 110 V-10" V-0, 1%6- 7-6- 3'41,- 5 C, V,6' 7,0' 4%f JI) 6'-O" length of TJVF�joist 8" diameter maximum hole for 11 schedule, reinforcement and filter 16" deep blocking panels; 6" diameter 14" TJ�)Rim Board IX" TimberStran&'­` M 2'-Q* Z-T 31101, 5 1, 61-0, V_0" I'�rb, Z-6" �4'_T 5'-fIr 6'-6" IIA" 230 V-0- 'V-6- 7-0' 2-6- ',`V.0- 3'-6- 6'-6- 1,-z 2,-G- ­fi­ 5,-S" 71-01 4'-0" length of 8"diameter maximum hole for 11 Ya" - block, Use 4'-0" length MaXiMUM for blocking panels 9Y." LSL� Nail with 1 Od (0,131" x 3") nails, Attach reinforcement to joist 360 V-6 7-0 X-0' 3%6' 4%k' 5%0' 7'-D' V-6' 2'-6' 3%6- -"-6' 6-6' 6-6 T-6" V4' reinforcerrent 16" deep blocking panels: 6"diameter with 9,Y2" and 1 17?,"TJV9 eep or shorter then 12' long, one each at top and bottom flange, with one 8d (0-131" x :Vj,") 11- - - 4---,- F,'-A,- $�-O- 1,` -6- -0- 1_11�11zz_ 660 jL&�L_L6� Y-0 2-6" -6* 4-6 -L5' T-V 7' 8' 8" diameter maximum hole for Attach reinforcement to joist _ I - I I _L _ ­­­ - — on one side at E2, maximurn for blocking panels 9Y2" joists, Do not cut flanges. nail at each corner Z ­ 1 3,6" 4'4' 6'-0" F-0* F1 applies to V.6- 2'.0 110 V,0" V-0' V-0- VAT 1 7-0" 3'-0'1 5-13" V-0� 11�O Web stiffeners 11/*' - 16" deep blocking panels; with one 8d (0,13 1 X ZY2") uniformly %A 21.1- 21 . 3'-6- _0, 2,_C" 1 4'J,,- 4'-S� U-6- F-6-1 both sides at E3 ,Horizontal blocking 210 11-0" 11-01 11-01 1 151� -6 deep or shorter than 12" long� (equired on both 6" diameter maxinium for IYa"TJ";,Rim Board IA" nail at each corner loaded joists 14- 230 V-0" V-0- V-0' V-6' 2%6' 2'-f' 4'-0' 71-0" V-0" I'-C* 7,C' 3'-r)' 4'-T 5-0" 7'-0" 9'-0' sides at Ei�v ONL' �Load from above Do not cut flanges. Is between each e blocking panels 9,Y2" deep or TimberStran&�LSL. Nail with on ly. 360 4'-0' 5'-B' 6-0- V-0' 1%6 7-6' 4'-0 ff-C'l U-5 8'-0' q'-6,' joist. Nail to top plate with -6- shorter than 12" long, 10d (0.131" x 3") nails,on.e 12" length of Y4' connections equivalent to Woo,d 1 660 1,_01 110, 21-0- 51_0* T-0' 7' Y, 7-6" 3-( S-01 31-61 61-61, F-D" lil-o" Do not cut flanges. Ilk' TJ-") Rim Board or lk each at top and bottom flange. reinforcement on floor panel schedule. backer '4FY, e_ V 230 I'_01 11-01 V-0- 1 1 V-6 T-10' 4'-0' T-0" L'-0- 31-6- 4'-0* 7'-rj' 0'-0' V43 LSL, Nail with 0, TimberStrandl 7-6- 4�-6" 6' 5-0- one side at E5, length of Y4" 360 1%0" V-0 V-0' I 1—9-0 7 1 Od (0,131" x 3") na ils, one _0 Attach reinforcement to both sides at E6 reinforcement on one side INVIII, 560 11-01 11-01 2=71711- - 71t." 7�4-110,�O- I r,o� each at top and bottom flange. Full depth vertical joist web with 3 rows at E7, both sides at E8 6.1 0. f 2. IV 171� en 6- 1 _7 8- 10 12- 15- 17- 4" 7 10d (0.146"x 3") nails at 6*' blocking between "'Attach reinforcement on-center, clinched, Use 2 each joist Is, 360 V�Q" V-0" V-0' V-0' 2'-0' 4%T 5-6' 1 V-T V-0" V.6' 31-0' 4+.AA r,,.o- io,_c- 1 vT.,r x4 minimum to joist flange with 14) Less than 5" 560 11-01 11-01 T-01 111�0" 4'-6' 7-0' 1 I'-T 2' 31-6" '-6' 8'-V' 11�-O"� 17-0' 14--C squash blocks .4, 0 rows with 9,Y2" and 11 �Less than 5" 7-0, ;2:—, 11 11 8d (0,13 V x MY') nails at 6" U8 360 1*�O 1�-D' V-0' 2'-2:11 4*-0' T-0- 10'-6� '-0' 4'-6' F-O' 1 14"-T 15'-6* 201* ...... WEB STIFFENER ATTACHMENT 660 1 vo-, v�o­ v-0, V-0"] V.0*1 21-0* X-6 , V-0] V�6- T-6- 5'-0- 13'-al 14*41 IV-C' IlYs"TX Rim Board or on-center, When reinforcing gan:-� Use 2x4 minimum squash blocks to Ilk TimberStran6D I-St. Face grain both sides, stagger nails. U5 U6 YF," minimum Table B - Intermediate or Cantilever Support transfer food around TJr)joist El E1W Nail with 10d (0.131"x 3") horizontal U4 Not for use with 3X" TJ10 joist flange widths 1 2y4" maximum Minimum distance from edge of hole to inside face of nearest intermediate or cantilevers nails, one each at top and OYS"for TJIFl Nailing: 11 1 i . I ueeo... [a (a ROUND HOLE SIZE : SQUARE OR RECTANGULAR H LE SIZE bottom flange. OLtio,n #1,,, 560, 560D) See sizes below, JOIST TiP, ............. - -. .......�.A­�. TJIF,joist blocking with end DEPTH 2. 3. 4. 51. eyz- 7- By,- It- 13- r 3" 4- 5- 6Y," 7- It- 13- EXTERIOR DECK ATTACHMENT Apply subfloor blocks installed at Y,joist-span Web sfiffener both sides, 110 2%0" 2%6* 3-6' 4�-6' TXY V-6" 7-6- T.6' 9.6' 6-6" Flush bearing plate required, Structural exterior sheathing adhesive to aff locations using See sizes below. With poin.11 load from above,and no support 210 7.0------2, .6 X-6' 6-T 8'-0" 7-0" T-O' 4',Or 6%6` T 6' Hanger height must Double U11,Joist Filler Block. Han2er Backer Block- Install tight Maximum A' overhang contact surfaces two 8d (0,113" x 2X") below,install web stiffener tight to lop flange 230 2'-6' v%*-D* 4'-T 5�-6' 8'-6� be a rni"Im"M of 60110 Flashing Tight fit* (gap at bottom flange) _L02L 3 16 _�LL_E&L-Z:;L Attach per the table. Clinch to top flange (tight to bottom permitted at beam. nails or 360 Z.=, Y-0- 4�-6-, 5-6- T-6-f &-T of 161st depth nails when possible. flange with face mount hangers), 2y," screws, Depth Minimum Web Nailing Requirements 560 S.6" 5.%0' 6%0' IV,1 0 4'-0' FAY V-6' V-T V-T by Treated 2x skc .1 . V V_A* V-6' Z-6* 4'-T TJI-`Joist Senes Number Nails 110 1�_01 V_0* 4'.0-1 4'-,B- 8'-A-- 7��O' V-15- Clinch nails when possible. MU (in.) Stiffener Size Type ledger typical End Intermediate 210 1'-01 V-0' 7-0' X-C, 4'-6* V-0' 7-0* Y-O* 4-6' BA* V-0' 10'-0" See fastener 11%" All TJe A, x 2V lo) 360 2'.0!' S-0 4'-0' 5-V' 7-0 T-ro' IV-D' 2-T T-10' 5*-G' 7-10, 9_61 91-6" 111-0- Top mount table beloov. Main x 2VIE1101 8d tain I X Rim Board or 210 All Y4 Ilk Timber8trandF, 560 _L.0 2" distance (minirnuml Trorn aL 4%� 4-41- V-0- P11.0- 1 CY�6- I V�01 121-0" hanger L5L, -Ootion #2-. 230 & 360 All Xa' x 2Y,6`11 (0.113" x 2X,") 3 3 110 11-T -1=- -L-c—r 81-61 .:12'_�Q-- ------------- edge of ledger to fastener. 2x strapping installed atX 210 11-0" *01 I%T 11-012*�6, 3vo-i 9%6" _L-L Backer block joi�t-span locations using-tI-No 560 All 2x4 16d 14" 230 11-0. V.0. 1 Ir 4'.0- 6'.0- 1 '�S- V-0" 1%0' 2:.G- W-O!' 6-6� T-06- 1=,L&1" Face mou t (0.135"x 3Y") Allowable Load(lbsl 360 V-0" V-0' 7-0' 3%6' 5%6" 6-0': 8'-6" f 7-6" V-0" 2'-G' 4'-0' F.6' W-01' 10'-(r 12'-0' 14'-0" hanger both sides of web Fastener 17' TimberStrandC9, 4/2" screws per joist, typical 4 4 660 V-6" 6-6' 9'-6' IT.6" 1 1 1 T T-o- 4;�q, r_q, 17.o, 1 1,xv, I 15-o, with single, V18,joist TJO Rim Board LSL rim board 16d 5 5 210 11-0* 11-T 'r-J, V-0, V-0" 3�-6' (Y-0, W-01 11-01, 1161-01 20" V-0' V-6' 4'-6' 5'-6' 10'-0" 12 _Ltion 43, 560D 2x4 230 11-01 1110, 11.0* 1,47 1116. 74)" 4'.0" 6'-15" 11'.0" V-0" 11-01 T-61 51-01 61.0" 101�61 IT-6" 161_6" Web stiffeners required if sides of With top mount hangers, backer block required only 6 1 a poll A80 Direcfly applied ceiling 22" (0.135"x3y-�") 6 11 Is, - -T -0- --0- X-0- '-�V 6-6- 10',0- 13�-6- V-0- V-0- 7-0- 4%0- T-6- 8'-6- IX-0- 141-61 1.7- hanger do not laterally support at 6 13 360 1 V 1 G L�3) 24" 1 for downward loads exceeding 250 Ilbs or for uplift I ..... .. ............. 6-0" 16-0' least%," of TJ M joist top fla n ge conditions. For nailing requirements see page 5, TJ - �)A Comosion-tesistant fasteners required for wet-service appfications, Wheiry specified on the layouf, one of (1) PS1 or PS2 sheathing, face grain vertical $60 11-01 V-01 1*-G^ -6- 7'-Q- IV-0v 15'-0- V-0- 1%0� 3--6- 5%6- 9-Cr 10,40- 14'�6- 12' 15" 174 the bracing options above is required (2) Construction grade or better 4r' 1 6' 6- 7- 1 8- 10- 12- 16- 17" 4" 1 6- V 7- 8- 10- 9001, Weyerhaeuser Installation Guide for Floor and 360 11�-O- V-0- V-6- L-0-_E:Q: I 5�-0- V-0' V-6" 4'-0' 6'-6' 9%0" W-6' W.6 � 17-6* Roof FramIng, TJ-9001. (3)Web stiffeners are always required for 22" and 24"TJV�',560D Joists 560 V-0' V-11" V-0" V-0' 74' V4' 1V-(!F' IV-6' V-11)" 31-61 614" 81-61 111-61 115,1_6- ITAX, 2V1_01 BEAIMI DE T A I L FASTENING of FLOOR PANELS 360 11-0, _1�_0_1 �114' Y-151 . 4,10" _iA� Z��11 I A Guidelines for Closest on-Center Spacing per Row FILLER and BACKER BLOCK SIZES $so v-0- V-0A V-0' 6%0"L 8'-6'JJ4%WJ Jr�6'1_IL6J- 21.V-6-, Ti I WX 2 Rim Board TAD Joists 110 210 230 or 360 660 Reatingufar Wes based on measurement&loqgesf side� BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and 1k,TY, IYV TimberStrandOLSL Mcrollamr, Parallams, Depth SY2'Or 14" 9X"or 14**or 9Y2*1 or 14"or 18"or lix- 114"or� 18"or Leave Ye"of web,(minHmuim)at top and bottom of hoW DO NOT cut joist flanges. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL and 230 560 Rim Board TimberStrandVLSL or wider LVL PSL lix" 111%-- 161, 11W 16" 20" 16" 20" Tables are based on uniform load tables in current design literature. Sd(0.113"x 2Y_7*), Od (0131"x 2X") 4- 31 V 4' 3' W 3- Filler Block(1) 2x6+ Y" 2X6+ 2 -ated 2xa+ x8 +Y2:4 2x12+Y�" Two Two : Two k TJ:s� Rim Board or Strap per code if top plate (Detail 1-12) 24 2x8 sheathing sheathing sheathing sheathing sheathing 2x6 M 2x12 For simiple span (5'minimurn), uniformly loaded joists used in residentiM applications,one maximum size round hole,m�iy be lo<, 10d(0.148-x 3"), 12d (0,148-x 3Y41 4-13' 413) 6" 4- 4' 4' 4' at the oenter of the joist span provided that no other holes occur in the joist, 114'TirrlberStrand-" LSL is not continuous over 61 1615) 614) 6,0) �r 6. Cantilever 2x6 2x1 0 2x6 2x10+X' 2X6+Y1 2xlO+Z' Not or blocking for lateral header 16d(0.162"x 3) Filler 4'-0" 6'-0* sheathing Sheathing sheathing sneaming N.ot appli"Ne dpipfircabie 'Aft LLOWABLE HOLES - Headers and Beams suppo.rt (1)Stagger nails when using 4'on-center spacing and maintain I joist and panel edge 6stance.One row of fasteners is permitted (two at abutting (Detail E4) long long 4'-O"long 6'-T 16ng 4'-0"lonV 1MV panel edges)for diaphragms. Fastener spacing for TJI m�joisls in diaphragm appVc-ationis cinnot bie less than shown in table,When f3stenerspacing for Backer Block (1) 1.65E TimberStrand@ LSL Headers and Beams blocking is less than spacing shown above,rectangular blocking must be used in Ifeu of TJ1 7;jotsts. Strap per code if top (Detail F1 or or or V Net 2x6 2x8 2X12 plate is not continuous t2)For non-diaphragm applications, multiple rows of fasteners are permitted if the rows are offset at least"/;�* arld stapgered. or H2) I 1 2 x diameter of the over column (3)With 10d(0148*x IV7")nails.spacing can be reduced to*31 on-center for light gauge steel straps. fit*r and backerVock height for face mount hangers and mainfain Ye'gap at top see deoai�W Filler and largest hole (minimum) Top mount ie narr(wi edge is no more than 1 '7 (4)Can be reduced to 4*on-center it nail penetration into tii )(-o (to avoid splitting). should accomodare requked nailing w4hout spf,;ffing(12"min�mvm rbacker blacks.and 24'minimum for fiflar blocks)� hanger (5)Can be reduced to 5"on-center if inailpenetration into the narrv,�i edge is no more than I Yto(to avoid splitting). Y.depth Protect a Recommended nailing is 12'on-centerin fleld and 6'on-center a tong panel edge. Fastening requirementson engineered drawings-supersede Allowed We zone Colu n Face mount Z hanger wood from direct recommendations listed above, ..041 �#� 1-^_1 contact wRh a For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeusef InstallaTion Gu;de for Floor 41 U,_#1 -,-. Q2) Sec! current Weyerhaeuser U4 concrete endRn0, fFraMjhg, TJ-9001� 0, b 0 0 1,55 E TirnberstrandlP LSL U13 literature for framing connectors im Nailing rvNs must be offset at least Y2,"and staggered. * 14 ga, staples m ay bee substituted for 8d (0113'x 2JY2�)nails if minimum penetratian of 1'into the TJI��`joist or rim board is achieved, Joists must be laterally supported at Healer or Beam Maxirrmm Round *Maximum na'lil spacing for T.110joists is 18"on-center. Hole S�Z@ canfilever and end bearings by blocking panels, hangers, or direct attachment to al- 941_9X" 3" Multiple-IMember Connections for Top-Loaded Beams a rim board or rim joist. I ly,.%l 1 y;,- 3Y,,�' — TX'Djoist framing does not Af AV 4 Fastener Installation Requirements require bridging or mid-span E 1 General Notes See illustration for allowed hote zone Piece #of 510 Fastener blocking 8 Allowed hole zone suitable for headers and beams with Width Plies Type Min, Length # Rows 0,C, Spacing Location When fasteners are required on both uniform, andlor concentrated loids anywhere along the member , 10d nails W V, sides, stagger fasteners on the second Pound holes only BEARING AT 12't side so they fatl halfway between No holes in headers or beams in plank orientation, COLUMN 2 12d-16d nails 2 Y4' 2�2) One side fasteners on the first side, Screws 3Y8" or 3Y2" 2 24" H2 Other Trus Joist@ Headers and Beams Dd nails 3e,2� DO NOT bevel cuflois t Rim board joint 12d-16d nails 3& V) 12" Both sides beyond Inside face of waY, E2 between joists DO NOT overhang seat cuts W4,,rollama LVL 3 1.3E TimberStrand,&, and Parallamtv PSL on beams beyond the inside LSL hole zone hole zone 2 x diameter of the depth 1 Y4*1 3Y8" or VS" Both sides Screws 2 24" Load must be applied evenly across face of support member. largest hole(minimum) 5" 0 e side entire beam width, Otherwise, use DO NOT cut,notch or drift Verify column capacity connections for side-loaded beams. 'Nsl h s in headers or beams and beam bearing .......... One side except as indica red in 3y" (per ply) length. See current. 4 12d-16d nails"' 2`5 T 111as"dons and tables. ot Weyerhaeuser literature. Screws 5"or 6*' B h sides 210� 2 24" Multiple pieces can be nailed or bolted together to 074 One side L6 form a header or beam of the required size, up to a T.110 rim joist Microllarn,-�o LVL and Other Tms JoistT,Beams or 6" Both sides maximum width of 7" Ilk'TJV Rim Board or Header of Beam Maximum Round Screws 2 24" L V4 TimberStrand,81 LSL. allovied hole zone Depttl Hole SZCA .00 7 1 V 3y2" 2 6 'Y4#1 A2 middle span 4 bolts 24" 1.3E TirnberStrandl.�) LSL allowed hole zor e d 5/11 Ll 7Y, -20- Z (1) 10d nailsare 0.128"diameter; 12d-16d nails are 0.1148"-0.162" diameter; screws are SDS, SDW, WS, orTruss-LOK-EWPl". G See illustration for Allowed Hole Zone COLUMN DETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 (3) When connecting 4-ply members, nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes BEAM ON B2 # Allowed hole zone suitable for headers and beams with uniform loads only. # Round holles only * No holes in cantilevers. Z COLUMN CAP NAILING AT BEARING (FLOOR) I-_ TJ10 Joist to Bearing Plate Squash Blocks to TJ Iv Joist # No holes in headers or beams in plank orientation 2 IlYe TJt Rim Board or (1-oad bearing wall above) Joist may be shifted up to 3" if IN, Use B1 or B2 at F& 11 :E I I Ilk'TimberStrandl-1 LSL. IL E 0 One 1 Od (0.128" x 34") in ediate bearings " G floor panel edge is supported WARNION One 8d (0.113" x 2Y2") nail into each flange and span rating is riot exceeded. LZ) '41, 1 with load bearing or Joists are unstable until braced laterally nail each side. Drive Do not cut joist Vanges. nails at an angle at Plumbing Drop braced/shear wall Bracing Includes: least %"frorn end. from abov Stocking 0 Strut Uries End of joists Hangers Rim Board 0 R m Joist at centerline 3Y2" minimum of support COLUMN BASE intermediate bearing Also see detail 82 i 1V4' minimum end bearing 5& may be required single-family applications for maximum Shear transfer. Connections orruivalent capacity to floor panel nallings chodule L ...... Rim to TJV1 Joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building W %L AF until braced. that are lying flat materials on unsheathed Ilk' TJs Rim Board, TJI:s,560 rim joist, Toe Addifional o st is required if < lk' TimberStrandDl LSL or nail with 10d (0,128" x 3") floor panel edge is unsupported INJURY MAY RESULT, joists. Stack only over 0 WARNING NOTES: beams or walls. TJt',,') 110 rim joist: nails, one each side of or if span rating is exceeded. One 10d (0.131' x 3") nail T,11'0 joist flange TJ 1,7�560 U2 LA Exterior Deck DO NOT use sawn Lack of proper bracing during construction can result in serious co Attachment into each flange floor joist lumber for rim accidents. Observo the following guldolines: Structural > TJV;210, 230, and 3GO rim board or blocking, 1.All blocking, hangers,nrn boards and rim joists at the end supports of the TA 0 joists must be completely installed and properly nailed. L- INSTALLATION TIPS < _N UJ joist: Subfloor adhesive will improve floor performance, but _10 11011 ELEVATED 10 sheathing as it may shrink 2,Laterial strength,like braced endvmll or an existing deck, must be establisbed at the ends of the bay. This can also be COLUMN BASE 0 ne I 6d A 135* x 3.Y2") n ai I I ]� after Installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay.. 1)14" minimum bearing into each flange Top View may not be required. I Ile, Use only 3,Safetybracing of U4 (minimum)must be nailed to a brao�d end wall or sheathed wea(as in note 2)and to each joist. Locate rim boardJoint between joists. 0 Safety bracing (1x4 engineered lumber. Without this bracing, buckling sideways or rollover is highly probable under light construction.loads-such as a worker or Squash blocks and blocking panels carry stacked Protect untreated wood 0 minimum)at 8' on-center(S' one layer of unnailed sheathing,. BEAM ATTACHMENT at BEARING vertical loads (details 61 and 82). Packing out the web from direct contact with See ALLOWABLE on-center for TJV� 110 joists) and 4, Sheathing must be completely attached to each TX t joist before additional loads can be placed on the system. of a TJ IT,joist (with web stiffeners) is not a substitute concrete %" knockouts H3 HOLES 5,Ends of cantilevers require safety bracing,on both the top and biottom flanges. extended to a braced end wall. lk' TJ,-)Rim Board or for squash blocks or blocking panels. at approximately Fasten at each joist with Warning: Drilling, savviing,sanding or machining wood products generates wood dust. The paint andlor coating on this 1X` TimberStrand', LSL. 12"on-center two 8d (0.113" x 2Y2") nails minimum product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the state of California When joists are doubled at non-load bearing parallel (see WARNING). to cause cancer. For more information on Proposition 65. visit,=.comli,nform. partitions, space joists apart the width of the wall for Bearing plate to be Optional plumbing or HVAC, A flush with inside face non-shrink Drive nails at an a P 9P I - See framing plan (if applicable) or of wall or beam rout Q 3) A&V& 9 One 10d (0,128" x: 3") nail each angte to minimize Weyerhaeuser Installation Guide for Hoor Additional joist at plumbing drop (see detail). 14W / ­=�� A Weyerhaeuser, Nlicrollam, Parallam, TimberStrand, TJI,TJ, and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum 111111111 111:11M Weyerhaeuser NR, 0 2014 Weyerhaeuser NR Company. All rights reserved. 114* minimum from end end and intermediate bearing lengths, aeuser ENGINEERE OD PRODUCTS 11111141M February 2014 Reorder TJ-4015 ............... ............. This sneet is intended as a suplement to tne Weyernaeuser Insta-flation Guide for Floor and Roof 11-71-a-ming, TJ-9001 and the Deep Depth Trus Joist TH Joist Installation Guide , TJ-9006, which, shoul 'a' be reference -a' for additional information. :K r, r,.' F', /. "Wil�% Standard details etarl 3 Deta>II Lateral tori far a Lateral torr far a Dau le /;% .n .nil .n " , ,,. .,, x. v,,.x 11 j�/;,, 1,/, . %" �,,,rr/ //i/i X111, /,,,,/ ii,,,,,, I-' gip,,,/ o 4k 300 263-7265 j/,/, i . p „i ,./ Th:, _,f.c,.:on provides _>.a �dard de a;ls ;or norma: framing .,,,ualion For loads that ar.. no ur forms v dl,trt.ite. an.1 or for joists •C= + � .'. ' %, i % ,./ 9 1 End To End Joi �'Uoad Beam Connections �v: h Hanger Joist with art eC Joist 6tl'6 Irl er i' .. !.. /i�/' /� ::,,,, I < / ��Ok supported by bearings other than end bearings, joist capacity must be verified using the manufacturer's Analyzer software. >? i ; '. �11 .:� ;' kin no required between joists f r residential ✓! :. .: www. a isttriforce.com Bloc t equ d b t een ) st otop mount or face mount hangers Only required if the hanger does not provide lateral Only required if the hanger does not provide lateral : 9 '"II �/ � ,I 11 %' �� ;'' i % Op n ® The ro ect desi nor and/or eneral contractor is res onsible far determinin if standard details a t a lications located in low to moderated seismic zones ��i = r �/ E ' � SI 1. P 1 9 9 P 9 PP Y' PP supporw for the joist s top chord. support for the joist's tap chard. j :`.;� 1 % FRE where 5 (O.2)�0.7 ',. %j G 11..% a u i r' /' / � � /; BUILT BY °, �.:. / r `,.. '° ,/yP Starter Joist / \` / / < ,,,, „� ,_J/, .. ) '\�` -'_ \ min. 1/8" space �' min. 1/8" space / Steel Beam Connections Detail 6M or 6R1B \ ,,- / `\ I \, - , i/ I ` Without Hangers \� ` �'/ �// `\ / I min. 2" from end -- min. 2" from end ! i Detail 14P r / / �� /1 �_` l I I �, �� � r", X This Installation Guide is intended to provide general information for proper TRIFORCE�" open joist installation. This Installation Guide ` � 4`'I P g p p p ! Steel Beam Connections Reinforcement for Cantilevers � � � \ �. r' With Hangers Concentrated To Load Detail 12P \ i \ Barrette Structural must be used in conjunction with the manufacturers Specifier Guide or Placement Guide. For further information or assistance, contact g P ,\\\\ \ Ly ._- _. Nails (0.120" x 3°) I Detail 15ETP ! Detail 11 \\ 1 , - Nails (0.120" x 3') I a Barrette Structural Distribution representative. Clinch nails if ®iS$rlbUtlQn Inc. P � Clinch nails if I I '� Foundation, � \ � Wood beam necessary 9-1/2' � : s \ bearing wall Hanger' necessary 9-1/2" s and 11-7/8" joists .._......_......1.... I Manufacturer's , In keeping with its ongoing commitment to product development, Barrette Structural Distribution periodically updates its literature. Please I``> or beam � and 11-7/8" joists - --� C Product Warrant y. - 2 nails 14" and \ - 3 nails 14" and -- , visit our website tWW1d4l.Q en'oisttriforce.comll to confirm that this version IS the most recent. 16" joists - 3 nails - i ,X t p / 16" joists - 4 nails \, /\ Products manufactured by Barrette : , ' _....-/-ill-/.._.``\ �n Yj i + f /!/ Cantilevers y __..___._--__-_. . ; Structural Distribution inc. (hereafter: 'X Mechanical Clearances % I I Detail 13M Detail 1 -=, , / 11 Storage i / /-��\ "Barrette Structural Distribution"} are , StO ra e a n d Handling Detail 1,% � \i \ Steel Beam Bottom Flange Bearing ,- li /'/; ; r uaranteed for the life c` the structure rl -= `"" r? ��. .=')- Detail ;, I g Jr �4 t �. r Wood flier ' ��. /- / i 1: ,. r' 'r�, ., , �;" against all manufacturingrefects and fa t i vri h tin I .� . .< / End to End Jost t Bea Wal Abo✓e ,Y'' >k• R bundles T ,L ' 9 y 1. Keep TRIFORCE open gist bt nJles wra ed 5. Be cautious when using forklift to avoid damage 8. Handling of TRIFORCE' open joists with a crane or / \1, fixed to beam .:,v -t;. R 1 PP 9 9 9 P 1 z>. .f es 1 �t�:._- ,I �,C/! ,' "", ' „ at;. r ;; ;: ,. ', / i ,. r, =- „„/ �_,�'_ ' materials, for which manufacturer's ori ina, until the time of installation to protect them from If the ground is uneven in the storage area, reduce forklift should be done by lifting from below the ' . , -n om, / .� f Steel beam ' I "A \ (I(1,-, \'�, � `` �. y g %% // .a / .i v' %r !f ,%, ,/ / , I,'y I(I ! ,, c \ \`. '_) 1 U'i \ `\\e C: \Q\ V-.trO7 7�X bad weather. forklift avoid "bouncing" h bo`tom of the bundle. - _'';`- ;; '�:;.� -%y' ',�� �,f �;. ,r. \� \` �;�,�lu \ �� \ X\ " ,' <, o t speed to a n d 'bou c g" t o load. / /' lx/` ��. .� F l �\0� warranty applies. 2. Use wood filler to separate bundles. 6. When handling with a crane, use a spreader to 9. Do not stack other material on to of TRIFORCE ;+/,,� v_ . , : . / :�,,�,�n. \\ � '� \ P 9 P P .; ,� ;' /- tv` -'' ` , Blocking \ i .\��<;��� '\\` This limited lifetime warranty is applicable ick u the load, if necessary, to minimize handlin o en Dist bundles. t i%'��� : t `\, - \ �: y';` 3. Always store stack and handle TRIFORCE open joist p P Y, 9 P J ;/ ,r , ;` - ;- \�, Joists with 3X2 chords Joists with 3X2 chords x Y P J �� % r/ , ,=fir=,:- -r,:/, / ,%.°° __1 '1 !� �\ � \\\ if the products manufactured b Barrette K T R I F R E ( r r ,.'' / �� �� /\ / / \ . . ' . �. ��:, P Y stresses. cep O C open joist vertical. ', r":- f':' \ <.�}„\ \� vertical) and level never flat. 10. Bundle wrap can be slippery, especially when wet or �% J %� Y , \ / / \\ `�\s' p, �., `' Y P PP Y, P Y `. I ff, <.� s / .ter . \ �' \. /: -- , /= , �< ;��\\ \\:" a /^\ �. Structural Distribution have been correct) r 7. Maintain stack height within safe limits. is Avoid walking on material. = , ;= _ / r '� rV % /' /� /= /-� Y 4. Do not store TRIFORCE.. open joist in direct contact g Y' g ` - ',� / ,. ��\ i :� r ��-�. v\\ `\4 /' '� � / /' x P J / �I \ '�ca \, `\; / / /' % stored protected from climatic conditions x..' With the ground. r \ - :b\ 9 Batton) late / , / 'J P T' b / . -\,;�,' ,:!""'.So is ,r, / ,, '/ ,' \ `Y`<'\�' 9/ •l /' \`\\``\ \\ ^�`� c �' i i��i ' I /' may, -,� --: 1 /' \\ /' \\ �\ - 1/4„ max. \ fixed to beam ti ���. G /i I ;; �/ ' / '% .1`, , ,� ,/ \ �' / %`\ \ i� i �� // ,� / such as sunlight, humidity, rain or wind, / / i' L i. „' ! I r �.�. \\4 c�, -: y /� installed and used in accordance with the Y` Installation Instructions - „ , �__ �� I, ._ / 4 / . , - � ,- / _ I, ' j � _ / ;,= / '� relevant product manufacturer's guidelines ;: /�'... ' 1. Except for trimming the joist length on the OSB end 7. Never install a damaged TRIFORCE`' open joist. 13. DO NOT PILE construction materials on joists 1, = /,f ; // -� �/ f h %r ane) chords should never be cut drilled or notched. until the are full installed braced and have .; ; `' `'x., ,-'J/ ,J f f and applicable standards and codes, either P Y Y ,:. Wood Filler: 2x1/2 8. If optional strongbacks are installed, they must be „ / - Wood F€Iter: 2x1/2 as floor joists or roof trusses, whichever is subfloor Installed. ,';' wood sheeting x 3-1/2" 1 2. Install TRIFORCE'� open joist so that top and bottom made of dry lumber. .�... =- Foundation, wood sheeting x 3-1/2" ' /, the case. flanges are within 1/2" of true vertical alignment. 14. When Wallin into the joist flange, nails must be /;' /�/ , bearing wall g g 9. End bearing must be a minimum of 1 '/z . Placement g J g Typical Blocking �. i Wood Filler: 1/2 wood i .. ` or beam Detail 1ET Wood Filler: 1/2 wood 3. Joists must be restrained at the ends to Guide may specify longer bearings. spaced at least 2 %" o.c. Detail �; °, %' % ' sheeting x 3-1/2" This warrant does not cover perceived Y P Y 9 9 i, Steel Beam Connections With Top Plate and Hanger sheeting x 3-1/2" Y P '� i prevent rollover. 15. Details on the following pages show only the y : .; ;;;111:11 ,!~ End To End Joist problems of design defects caused b 10. To transfer a vertical load applied above the joist to i, / P 9 Y: 4. Apply concentrated loads only on to flanges. a bearing, it may be necessary to add a rim board installation requirements specific to TRIFORCE`"' open 1%- � Detail 3 . 1 Y2 " thick to late attached to the beam Joists with 4X2 chords Joists with 4X2 chords Do not suspend concentrated loads from bottom squash blocks or blocking panels. joists. For other installation requirements, refer to the = Detel 31 ... (the plate must exceed A" an the joists side) prolonged exposure to water or climatic P q 9P 1 q ` A\ buldin code or manufacturers' instructions. Cantilevered Joists 'X ' flanges, except for light loads such as ceiling fans or g 0( �, ' End To End Joist conditions, including but not limited 11. Joists must not be in direct contact with masonry Detail 8P Top mount hanger i ;,, light fixtures. 16. Adhesives used for floor systems should comply �. Wood Beam Connections Blocking not required between joists for residential / to, fire, flooding, natural disasters or or concrete. !GG } ;>i;.a applications located in low moderated seismic zones p with Hangers app ca soca ed o to de ated se s c a es \ 5. TRtFORCE open joists must be protected from bad with ASTM D3498-03 Standard S ecification far y' L G 12. DO NOT WALK ON JOISTS until properly braced. _ Detail 4 Where Sa(0.2)`-0.7 y` /% JL any other cause beyond the control of Field Gluing Plywood to Lumber Framing for Floor j 1 4 11 weather riot to installation. /` �l j J Y Y Systems. When gluing the subfloor to the joists, Steel beam P !! / �� r+ Barrette Structural Distribution; Serious injury may occur. / � , 6. Joists should be used in dr conditions only. Strongback Bridging ,_�\ i . Y y follow the instructions of the adhesive manufacturer. ��� ` `�% defective structure due to several ly Detail 5 ,, Reinforcement for , � Concentrated Side Load -" �� �r � � Wood Filler: 2X4 factors, including but not limited to, poor Detail 1OF or Detail 10T ,,, �,:- Wood Filler: 2X4 r _� construction practices, and incorrect Rim Board Installation Wood Filler: 2 x1/2 wood Wood Filler: 2 x1/2 installation methods; :" '" Detail 2P Detail Double for Concentrated Side Load c� sheeting x 3-1/2" wood sheeting 3-1/2" damage to the structure before, Burin i;,..; // r. /.,, ;. / 9 9 11 6, 611 "'� ,, °l : 11 ,� /. "' ~_ x or after installation; g mss/ % / `"�� T `� �� • failure to respect installation instructions, , --- '" � - Foundation •./�� /.: / '�/ , current building codes and norms, and � , � ''\ bearing wall � / �; I or beam ; est practices installation techniques; ` b Detail • the modification of joists or roof trusses l. ... .; i �. � . '/ Strongback Brid ing R I m Board Installation after the proposed original installation; Use gun nails 0.122'" x 3.25" or 3" screws to secure strongback at mid span of joist. If two strongbacks are specified, install the second one adjacent to the next closest diagonal web bay. x , Standard Rim Board Sizes Detail P'1 Option #1 (Good) Option #2 (Better) Strongback gvertap the presence of mold, spore, rot or ...... End to End Joist with Bearing Wall Above Attached to diagonal Attached to block termites or any other element likely to Not permitted Depth (inches): 9 '/2, 11 Y9, 14, 16. web and chord the installed product; o • degrade II p r t• f • . . '• Never notch, cut or drill a joist member. •••••. ..;, ,.•: �,. e when pen joists are installed e strog ac the kation of a preservative •/,/ .,, ,.,, , „ ;,, structural uta rim oar I fegUlr J Typical aPPI- _ -----_ ..: perpendicular to bearing walls. *Use dry lumber r : Blocking..... n b r ; / g ro g ack for stro g ack . treatment or any other ,i , : :/ b P P ' ... •- 0. e joists should no e use as solo starter ists exterior walls. coati no approved n to r ,.i 9 PP Y ruc utaDistribution; • - n Barrette St Structural The vertical and/or horizontal loads to be transfered must be verified using the I N- /� I •••• , �� ' ' defective ventilation, repeated exposure - manufacturers r rieta capacities. . : •. �r-� �`" --:•, �r to water ar humid conditions; , , R " MA P'kermit .•„}, , ;.:: ,. � ` I Y %,F; i Joint cover: 32" of length, same thickness and I � �a `--�� depth as stro g ack centered on puce excessive loads or tension no allowed ,........,• I d t II d .....0 IIJ Ued ..........Ill-"' ""'; �:.......:.. • ,.�•�,,,, t �. .,,, ���c :W:: ••••••••• ..:. ,iia �' ee `~�`�"`- :. � .••••••• •• or Barrette StructuralDistribution f S • . ' °" Strongback / ,.. by "°�` '` :..: ,-.. Detail or abnormal or non-compliant use ' - i e?n Nailed plate, as per Nailed subfloor, as per rim P Rim to Joist \O, cal building code board manufacturer '-�_ . Foundation, of the product contrary to the use to '�' 5.. Rim board bearing wall I or beam which it was intended or use contrary G:'` -`` , to Barrette Structural Distribution's I� Y Detail guidance and/or instructions, or under %- joist Identification and Orientation tall 3i. Detail1. abnormal conditions of use or under 1 . _ . .,. ,!... . ............................ ,, ,,,... , . ..._.. ..,.. .... Toe nail c End To End Joist C le e of Ri q T ical Biackin unforeseeable conditions b Barrette _ � w_,,,,, . . 9 Y .. ... x: ....,..::.. ani ver s m r . ..., . �i i A e o board manufacturer Brick at Lower Level YP �' /; ,:; .: '-:-;:; Bottom C'J Blocking not required between joists for residential Structural Distribution. e, ,� :c -: °s. i % Typical Blocking I tions lora ed la TYP 9 :,_„.,,, s . app ica ' t in w to moderated seismic zones i,,,: ^X: :mss. .l�l!!!:l ,",� ## 4 o Rim board where S (0,2)x0.7 IN THE CASE OF PROBLEMS WITH ,,, fte �� a �� . �: � Rim Board ,.. ::: ii �G. .: :. ^.i .... ... FAULTS BY .. .::. 1. �s // y' e/,,, \ 1 MANUFACTURING F U S t s ,.. ., To late ,.. ,, \ foupndation THIS WARRANTY BARRETTE STRUCTURAL p' '' i Orienta ion `s Jo st t Identification .. g :., „r11 :< late or beam / w .. ,,,, . + - If. :.. . �. %.;' p Joist at bearing, one nail �� DISTRIBUTION WILL PAY REASONNABLE .... /, ,.,4,, .. �q, 5 f ,: Each TRIFO CE open .... /4" on each ii r, .::., .:. r :: I r 120x3 I w,. K. . ,W., ' . r 3 G y OJ418 / . .. :..... . X11: COSTS FOR LABOUR AND MATERIALS TO ;iia ;ii v: .I y. �... a /:::::::.:.. i e f fla ,, \ s d o g u �oist is marked to indicate �`` `' ' ,,,' �'� i" r. a bottom flange. In order r�' �� C ' � : �j' /�/ �% �/ / g `\�� �C REPAIR OR REPLACE ONLY THE PRODUCT " al i / /% � , x' ;x to achieve maximum #� <��,,: ,. .,�„ ,i <�� ,,. ,,, „„i � -�,�'/,,,,/i'":� ��� \ � I �� UNDER ITS WARRANTY THESE COSTS / ," shear capacity, the joist Grades = .. 1s: t � �a: /';� should be installed with = �� MUST NOT EXCEED BY MORE THAN I 11 :,::...: 15 1.5E R, �� ee ' %' Secure rim board to end of TRIFORCE :. t:i: proper orientation. w n, ...;�. _ `: p p o en 'Dist as er rim board manufacturer The joists must have the bottom ;;;: :a' 18 1 8E p ) p THREE TIMES THE INITIAL PUSCHASE : ,:... I;' : r�� Barin wall y , :, = E a ;�.. ,_;::...., 1/ ..,. ;:;....,. ..: . "K :. longe retained by 1x3 SPF#3/ Foundation, Foundation or f ,...:: ::::: � � oebeam @11: - M Stud or resilient channels at 16" c c COST OF THE PRODUCT INVOLVED IN ", :# = bearin wall 20 2 0 u::.. F �,r,:,.. ;. ,,, „ :K ;' y ane . 3 2x3 ....,.a g Bearing wall .. s:: ::,:::. �..,. W, g ,. :.: ':.::::: ' ::::::.. .. :: i = or beam 2x6" flat THE CLAIM. THESE REMEDIES,. .�,, .� ; /,,, ,:,� V,eil � �/,; /.% 4 2x4 or Beam /// Am 9 g 11 ..r g„ , %.::. :::,..:.. �¢ , sa: .......... .�„ r w .l 6R1B ::::.,,� :..:a Vii,::. �:� '":, _,.,' , 'I' llSOLE AND EXCLUSIVE REMEDIES FOR ,>, ow,, 1. Detail fiM etas Knee Wall Rim Board and Blocking at Exterior Wall .. p® �1 M . . ANY BREACH OF WARRANTY. TO THE A Detell e`te3ll t7®D Detail 12� Detail 11'1 MAXIMUM EXTENT PERMITTED BY LAW, Knee wall Rim board End to End Joist with Bearing Wall Above Multiple Level Cantilevered Balcony Cantilever Perpendicular to Open Joist BARRETTE STRUCTURAL DISTRIBUTION Detail 1 Brick at Lower Level IS NOT RESPONSIBLE FOR ANY DIRECT, Joist Adjustment Tolerance I <�\ Solid lumber Wood piece Solid lumber` SPECIAL, INCIDENTAL, OR CONSEQUENTIAL `s Typical Rim Board for levelling DAMAGES RESULTING FROM ANY BREACH - � �-_- _--� ��-�� /'/ Blocking Typical // �/ Blocking OF WARRANTY. IN THE EVENT OF A CLAIM, THE '� II ti� �� 1-1 RESPONSIBILITY OF BARRETTE Knee wall bracing: II ���` ( _- CCC .� �� � �C STRUCTURAL DISTRIBUTION IS LIMITED min. 7/16" Plywood or e� ���c r� , OSB excepted where �i eC I TO THAT WHICH HAS BEEN OUTLINED / indicated otherwise b �_ �� Bearing wall t Y Foundation, - \ \_ Foundation, the project designer. bearing wall I -,C i > or beam IN THIS WARRANTY. BARRETTE bearing wall i ��� or beam or beam Wood \ ll \ STRUCTURAL DISTRIBUTION MAY NOT Joist blacking for lateral wall bracing Bearing wall Support fixed 'a if required by local building code g piece ` ~' G to knee wall 'Blocking not BE HELD RESPONSIBLE FOR ANY OTHER Subfloor < .�_ . . or beam Gj/� ■ Foundation, 1-2x6 Squash Block, ' 9 Foundation or illustrated at DAMAGE WHATSOEVER. THIS WARRANTY G Filling 5/8" f be ring wall 1/16" higher than on OSB panel li Bearing wall or Beam bearing. SUPERSEDES ALL OTHER WARRANTIES f" v Subfloor 2x6" flat the joists 9 I or may be possible to trim the OSB end panel of the joist between AND REPRESENTATIONS ABOUT Y 24" and 31-5/8." However, the joist capacity MUST be analyzed ljl using the TRIFORCE" Analyzer software to confirm. 11 THE PRODUCT. , All 2x3 posts must ALWAYS REMAIN INTACT. y 1 24" maximum adjustment' Warranty claims must be made in writing Detail l T Maximum permitted opening if there Typical Blocking is no top concentrated load • as soon as the manufacturing defect is Detail 1DF Detail 10T Detail 11 Detail DJ 11 //-Floor joist Subfloor Reinforcement for a Concentrated Side Load - Reinforcement for a Concentrated Side Load - Reinforcement for a Concentrated Top Load Doubled Joist Load Transfer discovered and in any case not more than Face Mount Hanger Top Mount Hanger thirty (30) days after such discovery. Mechanical Install connectors on the top and bottom chord to transfer Openings in the OSB End Panel of a joist Mechanical Clearances Header from the first ply to the second ply, the load indicated in BARRETTE STRUCTURAL -- I manufacturer's «Analyzer» software report. . `r� - �\ /� _-�� I `, -_-\� - Header DI TRIB TI N IN Conditions: Zone where an opening could be made. Maximum Size of Pipes, Ducts and Cable Trays Through Diagonal Web Members � 1� �1` o 0 0 55 R 1 See conditions. ` j i� // j , V Top Mount ---- - 5, rang Saint-Malo, Trois-Rivieres 1. One (1) round hole of 1.5" Round Square Rectangular I I i or less diameter can be Depth D W x H W x L / l 1 l / \ � Hanger�/ V j J (Quebec) G8V OA8 CANADA I / / / ! / U To obtain further information, please made in this zone without Minimum 1.625" I6��: 9'/2" 5" 4" x 6" 3" x 9" \\` , ��,_ \\``,/� �o ,� \ any adjustment of the 1l-....-.___.._-_- ----- --- -______I_ 1- - - // /� .1 joist capacity. I 11 Via'" 7/," 53/4" x 531," 3" x 13" o I EEP contact your representative. I ! Reinforcements -- _ I �,I,_ I ___.__...__.._..._. -- 2. For any other quantity \ , / 14" 8 >" 6;/" x 6'/z" 3" x 14", 6" X 8" ; �I \� ' , or type of hole, the I \II j 16" 9i" 7%'t" x 7r�„ 3" x 15" Header / )oast capacity has to be r' .----- ------------- , �\i i Be tin f r Typical blocking with same 3"min 3"min I ,�� 1 , analyzed usingTRIFORCE" _ �_ ......___ __-:_-:---:: .._ _. - ..��+)_�.),.I - _ a o Reinforcements ma be re uired : ( Y q ) y T 1 g depth as joists and connecting Reinforcements: See s Analyzer software. __._._____ / ,•Y,�. ,+\\ : : floor joists I i See <Reinforcement>> section of the Minimum 1.625" I �' them where required by the <<Reinforcement> section /,--.------- r..�� - ,,, Reinforcements (may be required): See Analyzer software's report to have11 Minimum 2.5 ;\ �-o-h ;- ;� / : ,�.; \,'' I, \_- \;,,'r ` _J project designer. of the Analyzer software's Point load \ �, -- -- I <<Reinforcement>> section of the Analyzer all material requirements (sizes, y report to have all material , I ,; on the side ��� Minimum 6" q i software's report to have all material quantities, etc.) --an ._ , :;-.. requirements (sizes, :_. I....-- --- -- -- requirements (sizes, quantities, etc.) ` quantities, etc.) 11 ,A ,AA' 1 ;�+ I', "' ';"1. YE3AR1i5CA_7 i21i)3c8_V2P rED 51'-0° WITH COPING C>`- r or Pti v' r r IS A w�Iv�ti�RNING:1,a\V I c)R ANYPERSON. LiNI."ESS ACTING SWITCH INSIDE .__........___.._. t NI)I.R iHI DWI ( I1ON(* A HOUSE ,4-005 ) t [i F•NSl i);1Rc:T{I"l lc I. 10 Al.,l LRAN rc ) ITEM IN ANYWAY, IF AN 1"t'r �i BFARING THE SI AI"OF AN j ARCHITEC.'T'IS AL."rT•RFD,THF. ALTERING ARCHITECTSHALL AFFIX S _- _... _.... .. TO Ii TFI - � t Fti4 THr SFAt A'tiD F t NOTATION"ALTERED BY" - FOLLOWED BY I-IIS;HER SIGNATURE AND I I IL DATE OF SLICrI — --------------------------------- 1 ALTERATION,AND A SPECIFIC j I j f i ) DESCRIPTION OF T'IIE ALTERATION • � 1 i I � 1 t t I - -- - --- ------------------------------------------------------ 4 . ��-- GGPINC AND TILE TO BE SELECTED BY OWNER I I +„/i '•`°red '�^�".�, i'. - #4 REBAR f. _ .. ® 12" O.G. ........................ . ._........ .............. ...... ......... ......... . ... ............ ....... EACH WAY .......... ........ ............ ......... ...... .................... ..... 32 � : .................... - .......... -..........--.-. ...._.. ....._... ............._.... -...-.. POOL SKIMMER: POOL SKIMMERPOOL SKIMMER: e n i // 6 / � 4 REBAR a 6 O.G. ........... �..... POR LENGTH OF POOLwro s I " � Su 2 OOH. DETA I Lri-I%\—FOOL PLAN --00 SCALE: i " = 1'-0" - SCALE: 1/2" = 1'-0" 00 52'-0" 12" 50'-0" 1211 ...................... .... .............. ........................................ J I ( WATER'S EDC E .............................................................................................................. ....... 41—b" s� ................................. a 2 o IS'-0" y.._.__.._..._- ............._.....__------- _.-_....---------------------............... .... ..... ........__------__ ......----- --... .... ----......--.......... --------.-..------------------------------------- -.._..._--- ---.-.----------- f�-00 - o �n 12" I b'-0" 12" w Q � --------------------------- ..............---.......................... -----------------.---------- '- -- - - ..-........._..............—_... -- ..--..._......__...------- - _._._.__................_... ..._...._.._._...._.........._..._ y......---.........._.....� L 3 NOTE: Q 15TE1rPE5T i AL OWABLE I A POO DE51 ON ALL L SHALL COMPLY WITH POOL SLOPE z z ........._......._....._.................................------ - -----. _._.-..............___._...........-......-..--.......-- -___----_ -....__......_.__..........__...- ....- -___ _....__....- ..._ ......_- -___..- .-...-.._- ____.-..._.._ 4 HOT TUB ALLIANCE PTA STANDARDS G (PHTA) S NDA D5 WATER 5 EDOE � --..-...._.............................. -----------------------------------------------------.-..__- ..... ................................................ .._..........----...........__... ----..-..---...--------..--------------------.--------..-..---....I U --------------------------------------................._.................................._-----....._-----------------..-...---....................-----i......._.........--... 13'-0" a 141-b" DEEP END 13'-b" 22'-0" SHALLOW END a � O r TN*\Vs E Q w � 10 il B TION ISSUED: -00 SCALE: I/2" = I'-O" -00 SCALE: I/2" - I'-C" 2.1.2022:ZONING REVIEW 2.25.2022: CLIENT REVIEW ..........._................... ------------....._------....._----- ------- ---- ..__......---- ------.---------- 3.23.2022: CLIENT REVIEW ------ . .. - w� �. ti w. .. .�w�1 . .�,w�-. �� ti w�. ��.� . ...,� - w�1. . ..� . �,w��. .�� � . .. . .. �.-. . �.. . .�.1�.._` p.`w ...�.`.. �. � 3.31.2022: CLIENT REVIEW ------- 4.5.2022: CLIENT REVIEW 4.27.2022: CLIENT REVIEW 5.31.2022: CLIENT REVIEW -- .......-.............................._....................-..............-.................................... 6.16.2022: CLIENT-'REVIEW -----------------...------...-_-_-_......... --------------------------------------.------------------__-- 6.29.2022:CLIF-,NT'REVIEW 9.20.2022: CLIENT REVIEW 9.28.2022: CLIENT REVIEW 10.5.2022: CLIENT REVIEW 10.25.2022: ISS. FOR H.E.R.S. 12.2.2022: ISS. FOR BOARD OF TRUSTEES WETLAND PERMIT ...._._............................. . . -...........---........_......._............ 12.5.2022: ISS. FOR LAN USE -------------------------...........-....--.........- --._......__.................._......._._...... 12.14.2022: ISSLIE FOR PERMIT ........................................._........--------------------------------------------------------------------- 1.3.2023: CLIENT' REVIEW 1.24.2023: ISS. FOR WETLAND PERMIT -----....-.__........ .................................................-------------------------------.__.._ 3.15.2023: ISSUED FOR PERMIT' . ...-......................._..........-................_....................._............................ ......_....._............-. .-.... .--..........................._..........__...........--------- ..............-...........--................I....---............._.......------------------------------------- .............._........--....._......._.............-............................................._.._.......__........ --......------..-----.._.................................... ........-.._-.........-- - ..--...-..... ............................-...........-..........-...........................................-- - .. ............_.__..._.. ---.............................- _......--...._ .--........ ........... - .......... ................._..._...---..-.-.-...-------------------------------------.._. . ...................._.............. .......... .............................................- DESIGNED BY: B.C.G. & S.M. _.................... ._._.... .......__.....__..._.. CI IECKED BY: B.C.G. DATE: 12.3.2021 ........................... ..............................._............... ........--..... PROJECT No: 21050 .A-005 OF 25 I--,—,.--Iry r i ✓ i- . r.- iV�N ,,. r v- v^—.--r^e--le-, .,--',, �e^w ,� .v �,/v,, •r,-v-,/"V,.-.- o-�ry �i-�r�.i-v ry,�"-,-," ,��.,, r77-7,7 r.^ ,cv'v��✓ rv-�i- �^w�.v-i 1-vii-���.v--me-✓-'w��o--e- .-- �..-i-v-i-v-�.-r✓-��r�rYv--.-rte^ �r...--_. -._...._------------------------....----....._................... -----------------.._.....------------------------______.._..------ b l'-6" ---.....-- ---- - - r -71-C!1 ------- ——...— _. _......._ - --- — - -... _.... . C - - ._....- - .._........ -..... ... .-- __._.... - ... ..- - -J -- - �... ._..._..___- .. _.... _-____ -.__._-.___- ......... -._....... - 1 2" 13 LPC'.-� IL� 5 _ ..._. I-2"II.. POURED CONCRETE FOUNDATICI ` A-'O>� �` '\ I .. __ .._... WALE WIT1-f �C'iXl � , :OOTING � D ) v 5 j �.... - - ._E c — D. "ND WA�- A 30� c R r �G oN (M e A- DR _, .�_L �� - °j GN~ -' -- — — -- - - -- - — -- — — : � 16" IO I A T ,, 1� - - +..T t �; - -- -- — --- — — -- — �- POST ABOVE---------------------+----------------....-------------.._....................------- - _� - — : i . � I : � � 1 E l :: I — — , cv i 11 ii ' �, i ,i i \t �� �� I L.. HG_DDGWN -' 11 i ` ---- -- `-; cv l �S) SMOKE r_EGTCR I NSTAMLED F _. t - - - ------ -- -- -- --- --...-- -- -- -- -- ---- ---- -- -- - - ------ - _... __ \ . _CTI CN 8314 OF 2020 RCNYS _ � -- -- — F1 AN - -- CARBON MONOXIDE - SMOKE I - m: NCXGA\/ATE J' C iD4WA I o' "% GOMBINATIGN DETECTOR :NST,A� ` _ - `J T. L I C ; I _.. - j 5 OF 2020 RG ,L - ------ ------ ---- --------. ...----- r - . -� I 'SER S�GTION R31 ` N I f t t � t / t �1 �, 1, ,I - _.-_ — _- — _. _ .---; - l ._ .�.. !. ALL NDATI G; G v I I I I -- - _..- -. ..._ I (..�-. _- - _ _-_ - - - -- - - - - " TC SECTIONS' AND 121'LT !ICK T' IN HEIG,H-i (Rf _ _ �� .�jR.-D GONG, � (4p00 PSI) KEYED TO 3D"xl2" POURED GONG I ' FGGTINGS (4,000 P51) UNLESS NOTED OTHER I 3 . PROV!DE 5TRUCiURAL SHOP I I I I ) REFER TC DETAIL I ON A-oil FOR CR MORE INF DRAWING TO ARCHITECT I �- — I S ALL CONCRETE EXPC5ED TO WEA7H=R SHALL �_� I ��� �\ 1 I PRlDR TO START O= WORK. J AIR-E`vTRA! I t k t t t t �'�t I ! ✓ `t I (SUBJECT TC PROF" I ONAL A ,_/ ...� t.1� t._,� ���� t t �t - 2. MINIM SPE •-1 I I ENGINEER RL-VIEW I �\J f (UNEXGi ) I p:; JM GIFlED COMPRESSIVE STRENGTf 4,000 Pte: STRENGTH A 28 DAYS I — --- I i OO I S!GN-DF'�) - - - -- ry (J�IEXG) I I I r t vSTALLI8" DIA. ANCHOR BOLTS, 23" D.G. I I 1 I UNLESS NOTED C T 1�ERW15E MIN. y" EMBEDMEN ` I ( I I I I AND MIN. 6" PROJEG rON BOLTS SHALL BE ! LOCATED IN I HE MIDDLE: THIRD OF THE WIDT I I I ( I I I i II I THE PLATE. SEE DETAIL #4 SfE ET A-003 _ I L� I _ ; / t t I _ / t _ ' I �� I t\ \t _ -.. -" -I I 4 AE L T SOIL SHALL HAVE A J ` ". ! i t i t t r _i ". t % i t - - -- ---_- BAR NG PRE B URE 11GC'�f (2,000 b PR 5C'Jl l I I .�� - - - - ------------..----- : cy CCT (PSI`). NO, !FY HE ARCHI7ECT IP THE -_ IS BEAD' NG CAPACITY I5 LESS THAN REQU I R.ED - ! _----- --........ ) PRIOR TO 1-OJNDA- CN / GOT I NG NSTALLAT } ` I I j " R5T `: OOR DECK MUS BE INSTAL LED FR C C TO BACKfi=ILLING. ' I l l .. _ _ POWER BEAM OR WOOD "I" ,0157 -- - - -- + -- - I 6. NO LVL, I , t t �- r _ �d� t i ._� _ ._! ... t.,�.. :_ ... \_; �' \t f ) MATERIAL,- 15 70 DE 161 OZ G CONTACT WITI-I 4__________i ---------- ---- -- .�_. __ -... — _..__ j GCNGRET i -- — - - _._.. __....._. - _ _ _ ... _... ...._._.... - -- -. --- ._....__... ....._.__... __._� i.J/ I , OR NOJo MEM_RI ANE AT GNTAGSHI N BITUMI N^ G Tl LC ,ATIGNS I j � I O �l t`CL I .................... i .. .... - �. SEA: BL WALC. DL L P0575 AND G ID I: G UNDER AL R RING CONSTRUCTION AND I FOR MORE REFER 70 I1N I PRIOR TC FRAMING AND LOADING C= U�'PER T.O. SLAB r- o I -- NNEX:.,.AVATED) LEVELS. I EL-15'-O" kri N 13 iI � �• I S^ALL FLOOR JOISTS AS PER MANUFAGTUR �PGIFIGATIONS. REFER TO THE LAST SHEET c_v A-Oil -� `_tet. FGR INSTALLATION DETAILS. •_�: _ u u ,_ 3n cl• ll-T: 3 !0 17 38 12:: _2 „ s., VIDE LVL RIM BOARD AT PERIME." R. PRO 8 12 2g 12 �-2 10. DOUBLE UP FLOOR JOIST BELOW WALLS „ !,-2 II I PARALLEL TD FLOOR SYSTEM T.O. FND WALL T.D. FND LEDGE A-011 EL: -17'-O" - EL: -I5'-4" ............... i`� - __i_ -.- t,-' ',Ii ..r, 1_-......... ............ ...... ............... ............. ...... ............. ..._...... ............... ........ _ r I I I ARE TO BE AS PER MANUFACTURER'S .;;r ( i "` I I'.; ! III ;; 11 ;!f - I I i — — — --_ — — SPEC,F 1 a �(i: 1 N - gill 1. - �- - SPECIFICATIONS, li„ - _ i 1 i / ! T11.O. FOOTING I : I I I /� i / /.... f. IZIr.._......../ . . . j.../ /' `......... '". 12. IR_ BLOCK ALL CONGEALED SPACES, TYPIC, ..... .. FLANTER T.O. FOOTING ........ ....... !— — - — _J L-' C / /, cr,' 13. PROVIDE STUCCO FINISH ON ALL EXPOSED -ni EL: -25'-8" .. ..... ....... ........ .... .. .... i I (UNEXCAVATED) `' - - - - - �NEXG,4VAT�D) - - - - / - __----, FOUNDATION WALL5. - - - = �n I I i f — — p ..... ... nu :' , r �_ I . . ///. / /: r / . /, r ,;// J `. :/ i�l 14. ALL LEADERS SHALL BE CONNECTED TO .........: 12''}/ �- STL GOL ABOV - APPROVED DRYWELL DESIGNED BY OTHERS - . - 1. STL COL ABOVE I -�- - (� - - C = - - - - 1 I T.O. FDOTI NG p ! I5. OUNDATI ON WA! _ _ 1- I ......................_. .. ..................................... I_. - GRADE. �LS TO 8E HELD 6 MI�1. ABO EL -26'-8" 1 - , Qs ; I ...... ...__ ....... .-�N.... . : • IR 1 — — : -I :: I. - OT N _ ,•�-•� - l -._..�. _�1..,., �.----- ..-.,,�� .. 26'-8° G PATIO SLAB NOTE: : .-B ,��. ... . - . , ._, , . �....�. 5 P OWN - CODE E .... ... I 1cTI O �� _ T.O. I,8:. .�. 1 ...�. REQUlRD O T� R RSURFACEN5!Ot ( :SER A5 PER DIM EL MENT5) C FINISH PATIO 1 I REFER TO NOTE I ry MATERIAL OVER 5" POURED CONCRETE SLAB WITI It I UP IIR I I FDR MORE INFO �; 6X6-I.OXI.O WWM OVER GLEAN COMPACTED SOIL p ( 2°MTARAD E (UNEXCAVATED) STEPPED FOOTING DOWN TO _ (SLOPE AT I/4" PER FOOT AWAY FROM HOUSE) tTI O �J. - - - - - � 'J T.O. FND WALL MAINTAIN 3'-0° MIN. BELow %` I PATIO 1=0UNF�ATION WALL NOTP: GRADE (STEPPED 2:I MAX) •-I POURED CONCRETE FOUNDATION WA_L5 (REFER TC - STEPPED FOOTING OGWN TD EL: -12'-5" - " REFER TO NOTE MAINTAIN 3'-O" MIN. BELOW 2 IA ./ FOUNDATION PLAN FOR DIMENSIONS) SHALL BE FOR MORE INFO T.O. FND LEDGE j GRADE (STEPPED 2:1 MAX) EL: -13'-C" A-011 A-011 K+EYED TOA 30"X12" (MINIMUM) POURED CONCRETE 5'TL COL ABOVE I FOOTING REINFORCED WITH (3) CONTINUOUS6 (UNEXCAVATED) - -_- -- - - - - - - _ STL GOL ABOVE STL COL ABOVE i i _ _ _I•.. —._._ — _.—. _ — —..._. _... —..— — — J i L ........ ... 11 i ..... I 5T EL BARS / �.0. FOOTING I Y Y Y Y rw�(Y - - - 1- - -- - - - - - - EL: -22'-E5'' =�N X p l T.G. FOOTING T.O. FOOTING - - - -_ - __ L — — — — — — _ �>, - 5'-O" in STPPL AND STPD COLUMN NO J: 1 u� " I -I EL: -25'-8" EL: -22'-8" - , �r ALL 5 T RUGTURAL STEEL TD ASTM A-36 m } I! v ( 0 p -� -- ! mI� k- O Q a : (fu-36ksi) AND SHALL BE SHOP PRIMED. , - Q ia.l @ REFER TO EGRESS • PROVIDE 3/8" THK, x 12" x 12" BASE PLATES A =4 V � rjM�N�' c�LAB Q j WINDOW WELL /ILD ALL STEEL COLUMNS 001 II v 5" POURED CONCRETE SLAB WITH Q _J SLA . O DETAIL 4 ON A-D �- I VIDE 5 /8" THK. x IC" LONG x II PRO TEFL PLATE 3 IN T O B FOR MORE INFO. (WIDTH OF BEAM FLANGE) 6X6-I.GXI.G WWM OVER - i I- i- = m DN iL !1_ EL: -22-4 5: I- t 6 MIL VAPOR RETARDER WITH � iIli O 1 j DRAIN TO APPROVED O! • PROVIDE (4) 3/4" DIA. (A325 TG 5OL75) To : O I/2 PERIMETER EXPANSION JOINT NTO X N I z Q BY OTHER)DESIGNED -j 02 I - li • PROVIDE (4)COLUMNS TO BEAMS. =J 8" DI {� I=IR� TROT TION O: I-LOOR cN < w CI] ! of FOOTINGS AT COLUMN BASE PLATEVER !M m PROVIDE (I) LAYERS MIN. I/2" GYP. N 0 0 �._ REFER TO �I OF 3/4" THK. OF NON-SHRINK GROUT AND SHIM' a BOARD MEMBRANE, 5/8" WOOD z m GGNGRETE LINTEL I AS REQUIRED. (TYPJ GMU BLOCK WALL FILL Q } _v W / CD STRUCTURAL PANELS, OR EQ. ON THE v �, DETAIL 3 ON A-OII y I - • ALL WELDS TO BE E70XX AND MEET A.1.5.G. CELLS SOLID W/ GONG. i>T UNDERSIDE OF THE FLOOR FRAMING A5 cj v ' FDR MORE INFO. SPECS. SECTION 1.17. '� I I d PER R302.13 EXCEPTIONS: (4) <tooTp CONCRETE O Q �. _ - O z x m I �. REFER TO , - I ', ry ALL ,NELDING, To BE PERFORMED BY LICENSEE O Q DETAIL 6 ON A-OII I / WELDERS. - N HSS 5.011 - l� -I - NOTE D A X - - - _ T - - . . - .O. FOOTING � 5 - d- . HATCHED AREA INDIGATE5 AREA TO EL: 25' 8° HAVE HVAC DUCT WORK. TRII ORGE `, `.`,` „� MANUf. TO ICN A5 REQ. _ ' DES �„ 11 .................._................................................... .......1. . " 4" ,-- `. W 14X�i10 (FLUSH) ALIGN B.O. .',` -.--.I - -I- (2) 14 XI . I . , , .` , I W IOX30 W/ (2) 2X6 y. BEAM W 1 TH T.O. PLATE - W 4X':Oq (FLUSH) ALIGN I B, LVL (FLUSH) TOP PLATE (FLUSH) _ T.O. PND WALL - 1._2„ �,_4 _0: - - - ._ _ - - - � - - - . t _,. +.I.- `�_,, O. BEAM WITH�T�O_ PLATE - cv , - H55 4.50 H55 4.50 I.':' ` ` , , , BP F-3.5,, . . - _ ` ` ` DIA. X .0375 DIA. X .03?5 { + m 5TL COL ABOVE a . - . . . - - - - m T.O. FND WALL ' / f r. - _ -±"' - - REFER TC EGRESS -/ x WINDOW WELL EL: -I I'-3" ;�' I f , f/, J (DUCT ,4fi� A) - .s ;/777/ f �,;' T.O. FND LEDGE /-'/' / f% /i" I ,/ I DETAIL 4 ON A-011 ' ' ' / FCR MORE INFO. EL: -12'-5" / ; " ,y.. ,`. r , �} 1: f' I 14 6 4 c1�j�'1=1 _. / / TOF /moi,; _ 1 ,D - -1 DRAIN TD APPROVED ,rT `-; I: P`- _(rll ca �7v- ( P ) f A D ES)., `,*=` D ) - I DRYWELL (DESIGNED -y � - L -r BY OTHER) ;; - - _. - BP STL COL ABOVE H5515XSXg; -'+ H }15XSX�gS - ( - - 'k „ 2X10 F.J. c +f +'~ ~ W BP i 8 3;3`.`.` 0) 1L fro"x12o".`.`,`.`:`.`.`.`.`.`.` { AT 16" O.G. ' O k� --. __- __...- -_ z \ H55 4.50 0 4 v I r ;� IN I - I I I ( DIA. X .03-15 I ,i !11 PROVIDE (8) 5 BARS IN SHORT j CL N v A-Oil O z DIRECTION AND (11) #5 BARS IN p i� O `C h�� a d v LONG DIRECTION ? ( ua 0 � X n I N 11� 7111 J 01�NTOA='OVE I vO � - - _ to } v miv I ,: w Q O (X X - - I o A I _ O K O - C NOTA._. X X I fk m 03, I A - I W v � 'd- 0 FRAMER AND G.G. SHALL GOORD. = I I d- w © < - A-300 0 fv O U I I WITH STAIR INSTALLER PRIOR TO ^I I LI I X F- —`,.. A-300 0 i I CY - INSTALLATION OF FRAMING N I mgr - I Ill, <i T.O. FND WALL C[L � W m } Y AND/OR STAIR 5: STEM -11 N I , I = _ - _ - L =- - - -- - - - - � BP ' � � _ -4_ !L n / — LVL HDR o, N (DROPPED ff _i01 6 r=' I �1 � — — — ail: O Na— — — — — — 777) N - - :�,+ T I " I b'-(_, L /A I ' I / "ti T O ��1 ALJ '.,_`� I I 2 (- -• I ( T.O�FOOTING I/ RLQ TO NOTE Q I__1 `'AT I O 1�1 - = FOR MORE INFO A-011 IB G % -EL -22'-8" m L (UNEXG.) A-DII A-3oI / REFERO I I ( y! I T.P. EL0. DO'-O"lL= D I a� - EL: 4d'-6" NAVi788 A-301 % /• / / _ MC7REFOI I -GMU BLOCK WALL FILL 1- - - - - - - - T.O. FND LEDGE T.D. FND WALL ' (UNEXC.) CELLS SOLID W/' GONG. ! I - - - - - I I UP 1�1R EL: -I'-2" T.O. FND WALL T.O. FOOTING EL: -O'-10" „ „ 84" MAX RISE I 1 - „ I 4-8 I-2 6-0 12" 8'-6 .O. FND WALL EL: -O'-10 EL: -2 -6 -1 I ;< _ _ -' 12" TREAD 1 EL, -C'-6" �l F I EPDXY 12 LONG 4 REBAR 12 ;_ ..., ..: - r „ # „ - �_ .., I O.G. TD NEW FOUNDATION WALL ' _t] I --- 1 L T.O. FND HALL I I y _y 1 �....... ......... _._.. ... ... AND FOOTING LOGATICN5(TYP) = EL: -II'-2" I 1 _ ........ / I NOTE: - - .._... - m T.D. FND LEDGE i UNEXCAVATED OR WELL EL: -I'-2' ...... ... ... MODIFIED PROCTOR DENSITY, II T.O. GMU WALL 1. NO FINES OR ORG � COMPACTED FILL AN�.. r EL: -12'-4" I I I 1 5 I I BELOW ALL SLABS TYP. STEPPED FOOTING DOWN TO I 11 I.......... ..............._....L......... I I I MAINTAIN 3'-O" MIN. BELOW K:; I GRADE (STEPPED 2:1 MAX) - \ .. .. ................... I...... :' I I �'._—. T.G. FND WALL i O _.. , ,i' EL: -2'-D.. Il .. I I I OARACE FOUNDATION NALL i : // i . ID" THICK POURED CONCRETE -- WALL5 TO BE KEYED TO 30"X12" I (MINIMUM) POURED CONCRETE r * .. ...I.. ....... ...... ... ( I = = FOOTING REINFORCED WITH _.�� I o s� : ( (3) CONTINUOUS #6 BARS o� ii, c0 is m Q /.. .. . ... . .... ._.. ..... .... . I cv - 5" POURED CONCRETE SLAB WITH 1 , ;�i T.O. FND WALL Q._ I 6X6-I.CXI.D WWM OVER - O " / I VAPOR BARRIER WITH EL: O'-O" = L: ::�. A-011 1/2 PERIMETER EXPANSION JOINT. EL: 4Q'-6" ( - - - I i NAVD88 r:" •• ! - I I 51 OPE GARAGE SLAB 4" PER FOOT T.D. SLAB o I .= I T.O. FND WALL - I ' _ I;I TOWARD GARAGE DOOR OPENING �L: O'-6" l t I I— �I -_: I f -- I - -_ : — ,• I I _.. I i - 1- it IN�OTE-_ i ! OR D PILE i ry I I �✓ j j I l Gf5`zo MCDIAFTED P:OGTORG�N5 TY NO FIN_5 --------------- -------------------...__ iii i --�-�--- I I I - - 'OR ORGANIGS. BELOW ALL SLABS T Y� I_________]- 1% � - - � - - - - - i ; ! m - ..... -------- _---. —_ _ : ! : _\I > l m — —— A-CII " I ;: \ --- - /1) _ -___ ___ � _ O" _ -- TYPICAL HOLDDOWN /B_� j T.O. FOOTING REFER To DETAIL 6 A-300 EL: -a'-8° ON A-003 ' 12" 4'-0" 12" IS'-0" l�" I I-2 " I5'-0" I-b - --------------------- -- - - F f f�'�,�;z 1 �./l�/ I J../ T ®t `� FIR57 FLOOR FRAt%IIIIIIIINO J..� I �, 2'_0„ 6'-6" _�___________ l a'-8„ ----- " „ 26-'0 ____� -- - ,�:. 010 -- - .---- .,---- \ ---- 22 G" ---- ---- --- -M-0 e- SCALE: 1/4" = I'-O" -._ - �- ---