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QSgfFQ4 Town of Southold 3/27/2021 a �4 P.O.Box 1179 o ` 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41902 Date: 3/27/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 425 Birch Dr.,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-1-9 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/8/2018 pursuant to which Building Permit No. 42797 dated 6/18/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including"as built"partially finished basement and covered front entry,to an existing four bedroom single family dwelling as applied for. The certificate is issued to Pradas,Joseph&Donna of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42797 6/13/19 & 12/10/19 PLUMBERS CERTIFICATION DATED 12/6/2019 JN Bianco uth ri ed ignature o�gTOWN OF SOUTHOLD BUILDING DEPARTMENT y a TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42797 Date: 6/18/2018 Permission is hereby granted to: Pradas, Joseph 425 Birch Dr Laurel, NY 11948 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 425 Birch Dr., Laurel SCTM # 473889 Sec/Block/Lot# 128.-1-9 Pursuant to application dated 6/8/2018 and approved by the Building Inspector. To expire on 12/18/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $680.00 CO -ADDITION TO DWELLING $50.00 Total: $730.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. (0— ?5 - 0q0 f New Construction: Old or Pre-existing Building: V (check one) Location of Property: �oZ 'jam 13I Atff- N itJO , l 1 �d House No. (Street Hamlet Owner or Owners of Property: � �P� P o PW4 PRXV� Suffolk County Tax Map No 1000, Section J . Block Lot Subdivision Filed Map. Lot: Permit No. L Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: Acheck e) Fee Submitted: $ Apnature pF SOVj�®� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 117 Southold,NY 119711-0959 �� roger.riche rtl7a.town.south old.ny.us ® Con BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Joseph Pradas Address: 425 Birch Dr City: Laurel St: New York Zip: 11948 Building Permit#: 42797 Section: 128 Block- 1 Lot: 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wlldwood Electric License No: 4836-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 14 Ceiling Fixtures 7 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 Smoke Detectors 1 Main Panel A/C Condenser 1 Single Recpt Recessed Fixtures 19 CO Detectors Sub Panel A/C Blower 1 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 1 0 Twist Lock Exit Fixtures �] TVSS Other Equipment: 1-combination smoke / co detector, 1-bath fan, 5-ARC fault circuit breakers Notes Inspector Signature: Date: June 13 2019 81-Cert Electrical Compliance Form.xls SOUK,®l Town Hall Annex ~ ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® �pQ roper.riche rt(W-town.south old.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Joseph Pradas Address: 425 Birch Dr City. Laurel St- New York Zip. 11948 Building Permit#• 42797 Section: 128 Block- 1 Lot, 9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor. AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 2 Main Panel A/C Condenser Single Recpt Recessed Fixtures 15 CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "AS BUILT" "ELECTRICAL SURVEY' "NO VISUAL DEFECTS" Notes: existing finnished basement Inspector Signature: Date: December 10 2019 81-Cert Electrical Compliance Form(1)As Town Hall Annex Telephone(631)765-1802 54375 Main Road _ Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No.. � y,2702 Owner:2__"7_-e (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this_6 day of llI?AV iele-,r , 20_L_ Notary Public, u P-r-oLN_. "'(�0414ty- PATRICIA DORMAN NOTARY PUBLIC,State of New York No.01 D06177933 Qualified in Suffolk County Commission Expires November 19,201 �o�,�,oF soulyolo * TOWN OF SOUTHOLD BUILDING DEPT. i'ouem, 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING RE ARKS: Dt [> DATE 0 INSPECTOR OF SOUIhO # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION . [ FO ATION 1ST [ ] ROUGH PLBG. 90,UNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: & rW44I �WO e�j % 1'-� �Fo 1 VW4 f I DATE (o INSPECTOR �o14�,oF soulyo6 TOWN OF SOUTHOLD BUILDING DEPT. `ycoU0, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: �"N\N/u w i�VAVA wy 9-yAlnotu kta- DATE lambine INSPECTOR Of SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION z:74 [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE litINSPECTOR �aOF SO(/lyo h� �O # # TOWN OF SOUTHOLD BUILDING DEPT. `�courm N�' 765-1802 INSPECTION, [ ] FOUNDATION 1ST M GH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: oq hs� oelm V, DATE INSPECTOR OF 50Ulyo� * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION 4-0q,I [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY.INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) - ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE 3 INSPECTOR OF SOpjyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] CAULKING REMARKS: -6 incAv �AW^zyg�, A �9M:�60�, S 9PIW64 lreA4, SVIA4., r DATE 16 INSPECTOR oF souryo #. # TOWN OF SOUTHOLD-BUILDING-DEPT: 765-1802 INSPECTION � [ ] FOUNDATION 1ST [XSULATIOWC GH PLBG. = [ ] FOUNDATION 2ND [ AULKING FRAMING /STRAPPING [ L [ '] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION - ` [ ] FIRE RESISTANT CONSTRUCTION [ ] --FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: -VA�� h•t cr1,.. DATE l °C INSPECTOR Of SOUIyo� f TOWN OF SOUTHOLD BUILDING DEPT. °ycourm, 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) , ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE ? �� r INSPECTOR COMMEWTS FOUNDATION 'FOUNDATION (2ND) ALMINSULATION PERN.Y. ENERGYROUGH FRAMING& PLUMBING . . fm �- - s}, lug - R `�j. ' 1 �'r� 4 —'^A TOWN OF SOUTHOL1D BUILDING PERMIT APPLICATION CHECKLIST P i BUILDING itDEFAR' MENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1502 1 -Planning Board approval FAX:(631)765-9502 'Survey Southoldtowimy gov P1E14EI�I1I NO. Check --Septic Form ! ® (1 u .D.E.C. U �uustestees C.O.Application ---flood Permit Examined ,20 JUN m p 201 A -Single&Separate ltl O 1 jj dross Identification Form - Storm-Water Assessment Form G D1 . Contact: Approved 20 p�� �lvlaibto�T� ada s Disapproved ate OF S® 'r►�✓ Phone -7 9 �$ I Expiration —20— Building 20Building Inspector APPLICATION FOR BUILDING PERTVHT Q Date _�iJ IV 20 �0 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. 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,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,gpd regulations,and to admit authorized inspectors on premises and in building for necessary inspections. JV-C'A� (Signatug of applicant or name,if a corporation) L/a ?nel-14 Owe, Lq.up-al- M, lI iYr? (Mailing address of applicant) State whether applicant i owner lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Name_ of owner of premises J dS r P 14 gn119 D®s%tff+ &"&S (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate Baer) ,Builders License No. ° ®� I i Plumbers License Tlo. o Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section 2!�Zx i2f5 Block J Lot `1 tl r Subdivision Filed Map No. Lot 1 p 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Z6�1C;C-A17,4/. b. Intended use and occupancy F-E O�e'd,rhs- 3. Nature of work.(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 75—crc'0 v Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units q Number of dwelling units on each floor lam'R,e 1 If garage,number of cars i'Iz (t- � 400 1941Z- 3 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. WL 7. Dimensions of existing structures,if any:Front C&,3' Rear 6e.3' Depth Vis' Height 9&r..s' -Number of Stories Z Dimensions of same structure with alterations or additions: Front 9-76" Rear 9-7e,' Depth G5' Height 4.65' Number of Stories 8. Dimensions of entire new construction:Front 9:Z` Rear -9-5 S' Depth 24.v Height zo,r._!' Number of Stories i 9. Size of lot:Front K57 f Rear 1%, Depth Sts F: 10.Date of Purchase F 4 )LOOS", Name of Former Owner 11.Zone or use district in which premises are situated P-117 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO-.,/- 13.Will lot be re-graded?YES_N0__,,/Will excess fill be removed from premises?YES_NO Z .�oSr-PK PR�yns y0�p1R�ftG2tt� X31-�yE- Y7d� 14.Names of Owner of premisesDa j A- Address k6:} ozej. N_a.11 fYYPhone No. Name of Architect ^ateA. ZANA l AddressAX4 Phone No G'bi.-7 7 ol;gY Name of Contractor 2s J� Address I'1`7 LVr64*-Ah ne No. _�/� 2-75--10 S�7 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?. `AYES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO ✓ IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES N041" 4 IF YES,PROVIDE A COPY. STATE.OF NEW YORK) SS: COUNTY OF ) A 0 - �� X11�' being duly sworn,deposes and says that( he is the applicant (Name of individual signing contract)above named, l�)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application, that all statements contained in this application are true to the best of his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Sworn to,before me this t !N:ZANZNAM LOPINTO otaryPdblie ,State of New York igaature ofAppl cant No.01L04683986 Qualifled in Suffolk County a Commission Expires March 30,20 t Scott A. Russell ,��°SU '� ST0]KI��1 WA IER, SUPERVISOR J � � I��1[A\NA\G)EI��J[)EN`]C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) -- DOES `I'lH[IS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) Eld A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material ❑[/ within any parcel or any contiguous area. C. Site preparation on slopes which exceed 10 feet vertical rise to ❑D� 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) .C.T.M. 1000 Date #: Q� Distract NAME. 'IOWA 00AWk Section Block Lot / 1 `93�9 FOR BUILDING DEPARTMENT USE ONLY '��� Contact Information: 1QA9) 3 ` yJ( cleph_�mhavi Reviewed B — — — — — — — — — — — — — — — Property Address/ Location of Construction Work: Date: — — — — — — — — — — — — — — — — g1�c� ��,�� Approved for processing Building Permit. Stormwater Management Control Plan Not Required. -�R� `�• �f ElStormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 fat BUILDING DEPARTMENT-Electrican!In e6of' rr �n :J %! D TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road .0 Box 1179 o 1 1 Southold, New York 11971- 6� FEB 2 2019 Telephone (631) 765-1802 - FAX (631) 765-9502 ro.ger.richert(-o),town.southold.hy.us ;]D APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 9'0-om WiMwodD E1,E_C1`1Z'c_ Date: Company Name: \'J i LD W60'D Ft C-0-P-1 C_ ZNe- . Name:-- 'ZC,\yv% License No.: email: rat h- r P—WiLbwoongget-rizic Address: Too W.4DW& tJY- )1-792 ,Phone No.: JOB SITE INFORMATION: (All information Required) Name: 1P9,P,'0 A 5 E;51-D&W CC Address: LJZ:—> TpilgcY 7>jZvrL L.4uffleLN.Y. //91/3r Cross Street: ?6-cam"e- 3a 'B't Vb Phone No.: 5-16- 375- o5-q 7 Bldg.Permit#: ya 7q-7 email: MR,2Cor%1'rrA.ACT Fax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Add, t-lonj 2b Circle All That Apply: Is job ready for inspection?: (YD/ NO Rough I Final Do you need a Temp Certificate?: YES/(0 Issued On Temp Information: (All information required) Service Size I Ph 3 Ph Size: A #Meters Old Meter# New Service- Fire Reconnect- Flood Reconnect-Service Reconnected -Underground-Overhead #Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xis �o Town Hall Annex �� •y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 CD P. O. Box 1179 y x Southold, NY 11971-0959 BUILD_I&GLDEPARTMENT NOTICE OF UTILIZATION OF TRUSS-TYPE.=CONSTRUCTION, PRE-ENGINEERED WOOL) CONSTRUCTION-AND%OR.TIMBER CONSTRUCTION Date: _30S .. f, 09AIAlif- Owner:.-.' I�� 5 Loiation of Property: lfdoS Please take notice that th6 (c�eck appli eblo;line): New commerci 'qr iesia�-nti`ai.'structur6 ° t !Addition to,eftfingtomnliercia(=or residential structure ftphabilit fi pi to;an existing.-commercial or residential�structure'> . . to be.,construcK�d Or performed at the subject property reference above wit(:utif ie (check applicable:.line); V Truss type-construction (TT) 3 Pre-engineered 'cow�trgction (PW), ,s Timber construe#io;41,1( -C)',' in the following location(s) (check$applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roofframing (FR) r Signature: Name (person submitting this form): r' Capacity(check applicable line): Owner Owner representative TrussReg15.d6cx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED REFLECTIVE WHITE PANTONE #187 t The construction type STROKE designation shall be ccls4CII971 64111D17 661VIlor sc� to indicate the construction classification of the structure under DESIGNAT16N FOR STRUCTURAL section 602 of the BCNYS COMPONENTS THAT ARE OF TRUSS TYPE CONSTRUCTION ■ AAF77 FLOOR FRAMING, INCLUDING ® ■ GIRDERS AND BEAMS �'Rss ROOF FRAMING "FR" FLOOR ANIS ROOF FRAMING STANDARDS AND CODES REScheck Software Version 4.6.5 Compliance Certificate Project Pradas Residence Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4' (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 425 Birch Drive Donna&Joesph PradaS Jeff A.Zahn Laurel, NY 11948 425 Birch Drive Jeff A.Zahn,Architects, P.C. Laurel, NY 11948 215 Roanoke Avenue 516.768.8944 Riverhead, NY 11901 DLPRADAS@yahoo.com 631.727.0544 jazcad@msn.com Compliance: 1.5%Better Than Code Maximum UA: 131 Your UA: 129 Maximum SHGC: 0.40 Your SHGC: 0.28 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ross Area Cav Ceiling 1: Flat Ceiling or Scissor Truss 190 38.0 0.0 0.030 6 Ceiling 2: Cathedral Ceiling 473 30.0 2.0 0.032 15 Wall 1:Wood Frame, 16"o.c. 903 15.0 0.0 0.077 61 Window 1:Wood Frame:Double Pane with Low-E 112 0.290 32 SHGC: 0.28 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 596 38.0 0.0 0.026 15 Compliance Statement, The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the RESche Inspection Checklist. W /A. Y4/ 573A Name-Title Signature Date 11 Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Pagel of 9 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID " 103.1, ;Construction drawings and ; ❑Complies 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the building envelope.Thermal ❑Not Observable ;envelope represented on ❑Not Applicable :construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, ' ;documentation demonstrate ❑Does Not 403.7 :energy code compliance for ❑Not Observable [PR3]1 !,lighting and mechanical systems. v Systems serving multiple ❑Not Applicable ;dwelling units must demonstrate !compliance with the IECC ' ;Commercial Provisions. i 302.11 ;Heating and cooling equipment is; Heating: Heating: ;❑Complies 403.7 Isized per ACCA Manual S based ; Btu/hr ; Btu/hr ;❑Does Not [PR2]2 ;on loads calculated per ACCA p ;Manual J or other methods Cooling: Btu/hr g ❑Not Observable r approved by the code official. ; ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 2 of 9 Section # Foundation'Inspection Complies? Comments/Assumptions' & Req.ID 303.2.1 ;A protective covering is installed to ;❑Complies ; [F611]2 i protect exposed exterior insulation ❑Does Not ,07 Land extends a minimum of 6 in. below !grade. ;❑Not Observable; ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies ; [F012]2 I installed. ❑Does Not .;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 5 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 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 I ;❑Not Observable ; [FR211 ; ; ;❑Not Applicable v 303.1.3 ;U-factors of fenestration products ❑Complies ; [FR4]1 ;are determined in accordance ❑Does Not ;with the NFRC test procedure or ❑Not Observable ;taken from the default table. i ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier JE]Complies ; [FR23]1 hnstalled per manufacturer's []Does Not :instructions. ❑Not Observable ; []Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 lis listed and labeled as meeting ❑Does Not 00 :AAMA/WDMA/CSA 101/I.S.2/A440 :or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 I IC-rated recessed lighting fixtures ❑Complies ; [FR16]2 sealed at housing/interior finish ❑Does Not land labeled to indicate:52.0 cfm ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ U ;R-6 where< 3 inches.Supply and ❑Not Observable ; ,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. ; [FR15]3 'Building ducr plenums ❑Do s cavities re not used as plies Not ❑Not Observable 1❑Not Applicable 403.4 ;HVAC piping conveying fluids ; R- ; R- ;❑Complies ; [FR17]z ;above 105°F or chilled fluids ; ! I❑Does Not >_ I below 55°F are insulated to R- I Q-1 ;3. ; ; ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ILIComplies [FR2411 !piping. ❑Does Not �4) ❑Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to ; R- ; R- ;❑Complies [FR18]2 1>_R-3. ! ! 1❑Does Not J ! ;❑Not Observable 's :❑Not Applicable 403.6 ;Automatic or gravity dampers are ❑Complies ; [FR19]2 I installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 4 of 9 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 ;All installed insulation is labeled ❑Complies i [IN13]2 lorthe installed R-values ❑Does Not provided. , I ❑Not Observable ; ]❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- UComplies ;See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not ;table for values. [IN1]1 '❑ Steel ❑ SteelI ❑Not Observable , { UNot Applicable 303.2, ;Floor insulation installed per ❑Complies 402.2.7 .manufacturer's instructions and ❑Does Not [IN2]1 fin substantial contact with the underside of the subfloor, or floor E ❑Not Observable framing cavity insulation is in ❑Not Applicable f contact with the top side of :sheathing,or continuous : I insulation is installed on the underside of floor framing and extends from the bottom to the : ;top of all perimeter floor framing members. , 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.5, .mass wall with at least 1/2 of the I❑ Wood :❑ Wood I❑Does Not ;table for values. 402.2.6 :wall insulation on the wall [IN3]1 :exterior,the exterior insulation E] Mass ❑ Mass ❑Not Observable f requirement applies(FR10). ❑ Steel 1❑ Steel UNot Applicable , I f 303.2 Tall insulation is installed per ❑Complies [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 6 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies?' Comments/Assumptions & Req.ID 402.1.1, ICeiling insulation R-value. R- I R- ;❑Complies ;See the Envelope Assemblies 402.2.1, Wood I❑ Wood ❑Does Not table for values. 402.2.2, I �❑ 1 402.2.6 ❑ Steel ❑ Steel ;❑Not Observable [FI1]1 i �^ :❑Not Applicable 303.1.1.1,;Ceiling insulation installed per s'❑Complies 303.2 i manufacturer's instructions. ❑Does Not [F12]1 Blown insulation marked every 1300 ft2. ❑Not Observable ; I A _ ❑Not Applicable 402.2.3 'Vented attics with air permeable J❑Complies ; [FI22]2 `insulation include baffle adjacent ; ❑Does Not Ito soffit and eave vents that extends over insulation. [-]Not Observable ; I ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies [FI3]1 insulation >_R-value of the i :❑Does Not Eadjacent assembly. I ;❑Not Observable ; ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50= ; ACH 50 = ;❑Complies ; [F11711 Tach in Climate Zones 1-2,and ; I I❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ; [FI4]1 ;cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air I ; handler @ 25 Pa.For rough-in :❑Not Observable tests,verification may need to I ; ;❑Not Applicable :occur during Framing Inspection. 403.3.3 ;,Ducts are pressure tested to cfm/100 ; cfm/100 ;❑Complies [FI27]1 ;determine air leakage with I ft2 I ft2 ;❑Does Not neither: Rough-in test:Total ;❑Not Observable ;leakage measured with a pressure differential of 0.1 inch ; ;❑Not Applicable 1w.g,across the system including I ;the manufacturer's air handler enclosure if installed at time of I test. Postconstruction test:Total I leakage measured with a pressure differential of 0.1 inch I ; w.g.across the entire system including the manufacturer's air Ihandler enclosure. I ; 403.3.2.1 `Air handler leakage designated ; ❑Complies [F12411 by manufacturer at<=2%of ❑Does Not design air flow. I ❑Not Observable `I❑Not Applicable 403.1.1 Programmable thermostats ❑Complies [Fl9]2 E installed for control of primary I ❑Does Not heating and cooling systems and I 1❑Not Observable initially set by manufacturer to S code specifications. a❑Not Applicable 403.1.2 Heat pump thermostat installed ? ❑Complies ; [FI10]2 ion heat pumps. ❑Does Not { ; ❑Not Observable ,i❑Not Applicable 40325.1 ,Circulating service hot water ❑Complies ; [FI11]2 ;systems have automatic or ❑Does Not I accessible manual controls. I I ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 7 of 9 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 IAII mechanical ventilation system ❑Complies [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy I ,and airflow limits. ❑ Not Observable ; I = ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ; [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 ; [FI28]2 ;have a circulation pump.The ]❑Does Not jsystem 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 r ;when water is in circulation loop is at set-point temperature and no demand for hot water exists. ; 403.5.1.2E Electric heat trace systems ❑Complies ; [FI29]2 !comply with IEEE 515.1 or UL ❑Does Not 1515.Controls automatically ; ❑Not Observable ;adjust the energy input to the I heat tracing to maintain the `s ❑Not Applicable desired water temperature in the 1 piping. 403.5.2 I Water distribution systems that ❑Complies ; [F]30]2 !have recirculation pumps that ❑Does Not pump water from a heated water !supply pipe back to the heated ❑Not Observable ; !water source through a cold ,❑Not Applicable +water supply pipe have a ;demand recirculation water ;system. Pumps have controls jthat manage operation of the pump and limit the temperature ;of the water entering the cold water piping to 1049F. 403.5.4 'Drain water heat recovery units ❑Complies [F131] !tested in accordance with CSA 1❑Does Not EB55.1.Potable water-side ' pressure loss of drain water heat []Not Observable recovery units< 3 psi for i []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 !75%of lamps in permanent ❑Complies ; [FI6]1 ;fixtures or 75%of permanent E ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; lighting. ❑Not Applicable 404,1.1 E Fuel gas lighting systems have ❑Complies ; [F123]3 no continuous pilot light. ; ❑Does Not lJ ❑Not Observable 1 ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 8 of 9 Section :plan's Verified Field Verified ° #e FinaLlnspection,ProWsions Value Value Complies? Comments/Assumptions ` & Req.ID' , 401.3, . JCompliance certificate posted. g` ❑Complies ; [F]7]2 I . ❑Does Not ❑Not Observable n❑Not Applicable 303.3 ;Manufacturer manuals for °µ❑Complies [F[18]3 A mechanical and water heating El Does Not systems have been provided. ' ❑Not Observable - •' ° ° " ❑Not Applicable Additional Comments/Assumptions: . a 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Pradas Residence Report date: 05/03/18 Data filename: Untitled.rck Page 9 of 9 a 2015 IECC Energy Efficiency Certificate Insulation Rating, R-Value Above-Grade Wall 15.00 Below-Grade Wall 0.00 Floor 38.00 Ceiling / Roof 32.00 Ductwork (unconditioned spaces): Door Window 0.29 0.28 Door Cooling Heating System• Cooling System• Water Heater• Name: Date• Comments J J IINE OF NEW ZLINE OF EXISTING ADDITION DWELLING SEP 2 3 2019 ALIGN — — — — — QST — FOUNDATION NOTES' - 1 . r ���� Qo �Qaa9 Q000Qo I. ALL FOOTINGS SHALL REST ON UNDI5TURBED SOIL OF 2 TSF 24'-8" 211_21 BEARING GAPACITY, SUBJECT TO CONTROLLED INSPECTION. 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE ��g G30GQ�n10C�C LQMCLv]NJC v BUILT-IN CASEWORK IN PLACE, PUMP AS REQUIRED. Rnwi I�C�I�LQD9 mw �0.v O O 3. CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO 3 3 1/2" DIA. 5TL. (2) 26X 6° MORE THAN 50 FEET APART AND NO LESS THAN 4'- 0" FROM ANY COLUMN (SGH. 40) 131-FOLD DOORS PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH n i i CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION it 8' I JOINTS. a T__0. T-o• T-o• 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING (— F i METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROL (2) I x 119 LVL�0_ + (2) I x IIS LVL_ (2) I x IIS LVA I SOFFIT ® 6'-8" AFF JOINTS (SAW GUT) MAX. 30'- O" O.G.; CONSTRUCTION JOINTS SHALL 1i BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF A "�F9 --------------- PLACEMENT. , ------------- _ PIER " GONG. EXIST. 5TL. f ' 4 PIER T24"x24" .. COLUMN CONCRETE NOTES: GONG. FOOTING 0 ---- I. ALL CONCRETE WORK SHALL CONFORM TO AGI 301-GG; civ CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE; ALL i 4" 3500 PSI GONG. EXIST. 55MT WINDOW TO BE i 5"x5" BOX OUT EXTERIOR CONCRETE WORK SHALL BE 4000 PSI AIR-ENTRAINED. SLAB ON 6 MIL REMOVED, SAW GUT EXIST. EXIST UNFINISHED ' AROUND EXIST. SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. ' VAPOR BARRIER FOUND WALL TO PROVIDE A BASEMENT i FINISHED BASEMENT 5TL. COLUMNS W-O" MA5. OPENING - M-a"CLO."TJ 2. ALL REINFORCEMENT SHALL BE DEFORMED TYPE GO INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM _i_ ." 7 3 SPLAY OF GLC. FOR A-615 GRADE 60. "� ly ® UNFINISHED BASEMENT ; i STAIR ABOVE sQ 3. TEMPERATURE REINFORCEMENT, SPLICES, SUPPORTS FOR nn nn REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 UQ3 V IE❑ 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 45 4 I 3500 P51 GONG. FOUND. WALL TO BE 8" i DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- 4-2&-18 ISSUED FOR PERMITS THICK x 8' IN HT. w/(2) #5 TOP 7 AND GONSTRUGTION. � I (2) #5 REBAR VERT. BOTTOM ON CONTINUOUS FOOTING UTILITY CONTINUOUS EN05 OR EXTENDED 24 BAR DIAMETERS UNLESS EA. SIDE OF BSMT. PROVIDE " x 16" AB ® 4'-0" O.G. REFER UP OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL Q WINDOW OPENING TYP. TO A-1 FOR OTAILS ' BE IN AGGORDANGE WITH AGI SP-66. (88) 9-17-IQ REVISED AS PER — BUILDING DEPARTMENT — — — �-I Q HATER 5. PROVIDE TWO #6 ALL SIDES FOR OPENINGS IN CONCRETE COMMENTS. • . � .: . . ..: SD FILTER _ WALLS UNLESS OTHERWISE NOTED. EXTEND BARS 2' O" BEYOND - — — — — t _ k OPENING; HOOK ENDS. 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR EGRESS WINDOW °_ — MEGHANIGAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT ROCKWHELLELL ELITE WELL DRILL 8 GROUT W/ TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. #5 REBAR ® 12 SERIES No. 664460 O.G. INTO EXIST. NI SHIED BASEMENT -1. BEFORE PLACING CONCRETE, CONTRACTOR SHALL SUBMIT FOR FOUND. REVIEW A GOMPLETE 5EOUENGE OF PLACING SCHEDULE. -4" INDICATING INDICATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND GUARANTEE OF GONTINUITY OF CONCRETE SUPPLY. TYFIGAL. f!40UNMA7ION NOTES: NEW 8" POURED GONGRETE FOUNDATION WALL. FND./ FTC.: 8" THICK P.G. FND. WALL w/TYP. ANGHOR BOLTS, ON CONTINUOUS 16"w. x EXIST. WOOD FRAMED WALL 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 36" BELOW GRADE - ON TO REMAIN. UNDISTURBED GLEAN GRANULAR SOIL w/ MIN. I TON PER S.F. BRG. ®� I D I ® I �► I �l GAPAGITY. REBAR: 2-#5 BARS, EA. WAY 36" O.G., - GONTINUOUS AT ----------- EXIST. WOOD FRAMED WALL TOP d BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3" GOVER. ----------- TO BE REMOVED SILL/T'I P. ANGHOR BOLTS: 2-2"x 6" (or I-2x6 MIN) PRESSURE-PRESERVATIVE-TREATED (PPT) SILL 2"x4" WD FRAMED WALLS ® PLATE, (PROV. TYP. 51LL/WALL TIES, WHERE REQ'D) OVER TERMITE I 16" O.G. w/ 1/2" G.W.B. EA. SHIELD AND SILL SEALER w/ %"dfa. ANCHOR BOLTS (7"MIN. EMBEDMENT SIDE AND 3"5QUARE WASHERS) ® 36"o.c. 4 28"oz. WITHIN 8 FT. OF CORNERS OSp SMOKE DETECTOR AND 12" MAX. FROM EAGH END OF SILL PIECE. GOORDINATE PLACEMENT w/HOLD-DOWN BOLTS, AS REOV. TO CONNECT TO 5HEARWALL STUD BRAGKET5. (SEE DETAILS). GO CARBON MONOXIDE SILL/WALL TIES: OETEGTOR REQUIRED ONLY AT ROOF BEARING WALLS: PROVIDE 51MP50N G520, EXHAUST FAN MIN 75 GFM (20 Gage), 1 1/4" STEEL STRAP TIES ® 16"oc (AT EA. STUD w/MIN. 8- 8d NAILS, EA. END) WRAPPED UNDER 8 UP INSIDE FACE OF SILL, GUT TO LENGTH AS REOV. (SEE DETAIL) HOLD—DOWN BOLT: SIMILAR TO TYP. ANCHOR BOLT, EXCEPT 5PAGEO AS REG-0. TO ANGHOR 5HEARWALL SEGMENTS. (SEE 5TNO. DETAILS). GONTRAGTORS Qn MUST COORDINATE PLACEMENT OF ALL BOLTS (BEFORE GONST) TO INSURE ALIGNMENT OF BOLTS $ STUD BRACKETS. OPTION: (INSTEAD OF H02A's it BOLTS): USE STRAP TIE HOLOOWN, 51MP50N 5THDIO EMBEDED IN FND. WALL 4 EXTENDED UP OUTSIDE FACE OF WALL AS �J �— EGRESS WINDOW WELL BY REOV. [SEE FLOOR PLAN FOR 5HEARWALL SEGMENTS]. ROGKWELL ELITE SERIES No. GONGRETE: W n/ 664460 ALL GONGRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) 11I '�'-'' STRENGTH OF 3000 PSI, EXCEPT USE 3500 PSI, FOR ALL EXTERIOR F--�I WINDOW WELL 51DE PANELS USES; INGLUDING GARAGE SLAB, ETC. 4 VTR MUST EXTEND 4 INCHES CI) � A ROOD ABOVE GRADE LEVEL. 5HEARWALL SEGMENTS: W � GRADE MUST BE SLOPED PROVIDE SHEARWALLS PER CODE; 2 AT ALL CORNERS OF BUILDING, WITH A LIJ MAXIMUM OF 25 FEET BETWEEN SEGMENTS. STANDARD SEGMENT: )Y PLYWOOD,�j 1 (2) 2x10 AWAY FROM WELL. EXTERIOR 8 Y" G.W.B. INTERIOR, 4' WIDE x HT. OF WALL (8' MIN) NAILED TO > z ___-� HDR DOWN5POUT5 MUST AL50 BE WALL STUDS ® 16"oc, w/ DBL. STUDS AT EDGES. USE 8d NAILS ® 6"oc AT (� � (�/ __ _ -----------T----- DIRECTED AWAY FROM THE EDGES d 12"oc IN FIELD. ANGHOR EACH SEGMENT TO FOUNDATION w/ 5IMPSON ^ < --�---- I Z WELL. HOLD-DOWN BRACKETS 4 %" BOLTS AS REOV. - INSTALL ALL HARDWARE AS 1-1 PER MFR. 5PEGS. [SEE ALSO TYP. HOLD-DOWN BOLT NOTE � STANDARD O IL �-------- � � 2" LAV. j2" 1211 LAV. 12" I EXIST. GRADE DETAILS] — I ��� I II , EGRESS z� : :a',_: � ;_::�.:.' .:.,::;... CD LI 1/27" 1 `-'I 1/2'i i WINDOW GX14 � C� CASEMENT BY .` �-- 1511I/2 i ifUB 1 I i I9T. PL.00R ANDERSEN ^ n I n I I a"' r,� lyi G.O. TIE INTO 5GHD. APPROVED 4 4 SAN ':.;.:'.:' N Z SANITARY SYSTEM. " k. ` ` USE 3/4" GLEAN FREE-DRAINING .. ' . ' ROCK OR A6 STONE AT LEAST 12" cv dJ s= IN WIDTH AROUND ALL SIDES OF 0 WELL. FILL TO DEPTH OF O FOUNDATION FOOTING. v, # 44" MAXIMUM FROM a �l WELLS GAN BE INSTALLED @o a FLOOR TO WINDOW LOWER THAN RECOMMENDED 3 SILL TO MEET EGRESS I/2 TO HELP MEET GRADE SSM�NT CODE REQUIREMENTS '� x F GONDITION5 S 31 4 pG30JCC�4#a 1123 - n PROJEGT5-1723 A-2.DWG a R1SER DI ORA �R �F�1***l IND1 !1 D 7AI L(.2)�F�LUMBINO E: N.T.S. mou maal 1 Prj'?0VFD AS NOTED u 0 �Ij v 0 S R ) 0 ;GATE:�`�Q. 7'' P.# NO 711-Y EL.iI Uli ': .. �'EiJT AT 76,r-l"802 8 AM i'O 4F'11 FOR THE OF�N FOLLOWING INSPECTIONS: Yr��w 1. FOUNDATION1 - TWO REQUIRED Qo0. FOR POURED CONCRETE Ge G3@M0UR@T 3. ROUGH O U H - F AM114G & PLUMBING 2% 12(pZ0 9m /RN[EmMM 4. FINAL - CONSTRUCTION MUST nowt G3CZl ms, mw 4]41800 fl BE COMPLETE FOR C.O. 63�o t7 �700 �� ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR D A 0 D D AA -A —A _j _j 1L -A!L- -A-6- oi' t DESIGN OR CONY TRUC T!ON ERRORS. COMPLY WITH ALL CODES OF ,�1'.N NEW YORK STATE & TOWN CODE. AS REQUIRED At" . C-9149ITI MC-1110 IT ADA R t .f A-L ,x I U ?J 1 kUSTEES ..Y.R.,•ems,.": N.Y.S. t OCCUPANCY OR USE IS UNLAWFUL VVITI BOUT CERTIFICATE ----- ID OF OCCUPANCY 'D 1 'n7) DI'?"VIVE "0 4-28-18 ISSUED FOR PERMITS pLU1,VIGEFs C'Et,�TIFICATION AND GON5TRUGTION. ON LEAD CONTENT BEFORE i I I �SQJ� t;F,RT IFICATE OF OCCUPANCY SOLDER USED IN WATER I I "U'�PLY SYSTEM CANNOT o I I r=):GEED 2110 OF 1% LEAD. Iw I I 01 q) I to _ IL w m I o f c~n o I p I All exterior lighting uiI X m l installed,replaced or I a repaired shall conform WALKWAY I I I to Chapter 172 DRAINAGE DESIGN CRITERIA: of the Town Code PROPOSED 39 5F I I I. RUNOFF GOEFFIGIENT5: PORTICO I PAVEMENT = 1.00 ROOF = 1.00 _ LAN05GAPE= 0.20 I 4LAWN 39.00' 25.30' PROPOSED EGRESS WELL 2. PROVIDE STORAGE FOR 3" RAINFALL �r', � 23.30' m FOR BASEMENT WINDOW �ZOOF DRAINAGE GALGULATIONS• I. ROOF DRAINAGE AREA: Lu DRsVEHAY 8' DIA.x4' DEEP 642 S.F. ROOF x .25 x1005'( = 160.5 G.F. v I p STORM POOL z I EXIST. 2 STORY FRAME p ( O USE (I) 8' DIA. x 4' DEEP STORM POOL LL VINYL RE51DENGE Q PROPOSED DD5qrb I ) to w/ OPEN GRATE. = 684.2 G.F. p � EXIST. GARAGE I N ONE STORY ADDITION N / Z M I LJ q — 4-0.00-- - - - - - - - I LJ � (0 � EXIST. 62.30' 67.40' - - - - - - - - - - - - - - - - - - - - - - - - -- - - - PROPOSED I I I EXIST.A/G I NEW LOCATION OF EXIST. W 0 I GONDEN5ER5 I AIG CONDENSERS TO BE r TO BE I GOORDINATED W/ MEGH. RELOCATED. I GONTRAGTOR, Z Lu Lu I o Q Ll < X EXISTING 5UNROOM O I U--� J ml � mlo w < LL I ID- W I I Q — I I � GE WOOD FENI — C - - - - - - - - - - - - - - - - - - - - Lu Q Lr) Lu 00 ° ��f1 0 LJ O ❑❑ # lnl a a (�G�n�7�C�4#a 1723 \ / (�Q� PROJECTS-1723 T-LDWG DWG• INITIAL LATEST IS5UANGE e o NO. DRAWING TITLE 155UANGE REVISION NO. 8 DATE T-I TITLE SHEET a 51TE PLAN 4-28-18 APRIL 289 01 8 A—I 5GHEOULE5, NOTES 4 DETAILS 4-28-18 A-2 REMOVAL 4 FOUNDATION PLAN 4-28-18 A-3 FIRST, 5EGOND 8 ROOF PLANS 4-28-18 A-4 ELEVATIONS 4-28-18 A-5 ISECTION5, DETAILS 4 NOTES 4-28-18 �F4J��� �QRR I OI TABLE 5.1 _ SIMP50N L5TA 30-186A. I I RIDGE STRAPS AT EA. FASTENER SGF1E17ULE FOR STUGTIJR�4LNtJMBER AND TYPE OFF A M I I �►O I �►07E5 : 2" x 8" RR ® I6" O.G. JOINT DESCRIPTION FA5TENER NAIL 5PACINS RAFTER. p„ ROOF FRAMING TYP. ROOFING I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUGLAS FIR-LARCH :� _ 2x4 COLLAR TIES AT Rafter to T Plate oe-Halle 3-Sd er rafter I MIM. AIRSPACE " " STRUGTURAL CRAVE NO. 2 OR BETTER. / \ Celli Joist to T Plate Toe-nailed 3-8d er Joist ABOVE INSUL. C'e111 Joist to Parallel Rafter Face-nails 4-Ibd each I 2. ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. 16" O.G. �" DOWN Celling Joist Lops over Partitions Face-nailed 4-16d each 1012 3. ALL SHEATHING TO BE APA. RATED, EXPOSURE 1, 1/2" MIN. THICKNESS. BETWEEN RIDGE AND Collor Tie to Rafter ace-Walled 4-8d er tie PERIMETER PANELS AT EDGE OF ROOF d WALL CORNERS TO BE NAILED ® 4" O.G. Blocking lockin to Rafter Toe-nailed 2-8d each end ALONG EDGES d 6" O.G. IN FIELD W/SOLID BLK&. UNDER ALL SEAMS. CEILING JOISTS. 9 ° RIM Board to Rafter d-nolle 2-I6d each end 4. USE 50LID BLOCKING OR X- BRACING BETWEEN ALL JOISTS ® 8'-0" MAX. SPACING. 112" G.H.B. WALL FRAMING 5. PROVIDE DOUBLE FRAMING UNDER ALL POSTS B PARALLEL PARTITIONS. + + + + b. ALL FLUSH WD. CONNECTIONS TO BE FASTENED W/ RATED &ALV. METAL + + + + 2s41� G3�Ll"[v]Qo G3[ L°QC�`J[Gl]M[ To Plate to To Plate ace-nailed 2-Ibd per foot CONNECTORS BY 5IMP50N (OR EQUAL). (OPTIONAL) ION L. SHEATHING LAO BOLT NAILER W/ (2) To Plate at Intersecttorrs Toe-Wolfe 4-Ibd otnts - each side (OPTIONAL...) Stud to Stud Face-Halle 16d 24" oz. R-19 5/&"(P x 4 1/2�� BOLTS @ 3211 O.G. Header to Header ace-nal e: 2-1 d I o c, aIon a es L A Z I j� II� N 0 7 5 : INSULATION Toe or Bottom Plate to Stud(d-nails 2-I6d r 2x4 stud 3-Ibd I per 2xb stud TECO EA. R.R. TO 2"x&" NAILER 4-I6d er 2x8 stud TYP. EXT. ❑ WINDOWS / 5L. 6L. DOORS A5 MANUF. BY ANDERSEN 5TORMWATGH W/ WALL (2"x4" ° Bottom Plate to Floor Joist,Band 01st,End oast or aloekl _-_-nau - r foot IN5UL. GLASS, IMPACT RE-515TANT 4 DESIGN PRESSURE RATED AS REQ'D IN ATTIC FLOOR FRAMING BY CODE OR USE: STRUCTURAL PANELS FOR STORM PROTECTION- SPACES) Joist to 5111 To Plate or 6lyder Toe-nalle 4-8d er 01st PROVIDE PRECUT, NT HRIIIED PLYWOOD,7/16" THICK. CONN. AT R I C)OE �. � �� INCLUDE ATTACHMENT HARDWARE: � ' •��� r � Brld t to Joist Toe-nalle 2-8d each end 2 1/2" NOD WD. 50REW5 ® 16" O.G. F/SPANS LE55 OR EQUAL 4 FEET let = i'-O" Bloc in to Joist Toe-Haile 2-8d each end ® 10" O.G. F/ SPANS BETWEEN 4 4 6 FEET, fi1'�. I NSU .". RATE , Block►n to 5111 or To Plate Toe-Halle - each block AND ® 12" O.G. F/ SPANS BETWEEN 6 4 8 FEET. I" = I'-O" Led r Strl to Beam Face-nailed 3-Ibd each oist Joist on Lecicier to Beam Toe-nolle 3-8der Joist Band Joist to Joist End-Haile 3-I6d r Joist BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS. REVIEW OPTIONS Band Joist to 5111 or Top Plate Toe-nails 2-Ibd' 112er Joist WITH OWNER. ROOF SHEAT'HIN6 OPTION: PROV. 1"x4" PICTURE-FRAME TRIM (ALUM. GLAD) TO ATTACH 5TRUGT. Structural Panels I&d 6" edcle /6" field PANELS. PREDRILL HOLES F/ HARDWARE, PROV. PLASTIC IN5ERT5 TO PROTECT �' ® �.,,,,,V�� ��• � Oloclonal Board Sheathing MAINTAIN I" CLEAR FROM WEATHER, ETC. (VERIFY DETAILS) FOR VENTILATION. - ,.,a 1"xb" or I"XS" d ort n 1y t.. 2-8er su I"x10" or wider per support CMILINS SHEAT'HIN6 � j� ' #f SHEATHINGTCH RR F/ g5gpsum Wall and 15d coolers 7 157' field e / 10field I I t ( � ®� I I I TEGO EA. JST. �' 2- 5IMP50N °H2., CONNECTORS @ 16" O.G. Structural Panels 8d b ed a 12 field 125 1 ON C 1 7 E, �❑ Fiberboard Panels ° 1/16 '!/I6" 6d 3" ed e /Flfield , 8d 3" ed e /6" Held AMERIGAN FOREST AND PAPER A55OGIATION (AF4 PA) R-30 INSUL. 2xb WOOD FRAME GONSTRUGTION MANUAL FOR C J 4-2&-I& ISSUED FOR PERMITS um Wallboard 5d coolers 7 ed e / Io" field ONE AND TWO- FAMILY DWELLINGS. (2001 EDITION) AND CONSTRUCTION. Hardboard 8d 6" edcle / 12" field Particleboard Panels 8d 6" edge / 12" field TYP. ROOF,TIES: Dia nal Board Sheathin I"xb" or I"x8" 2-8d r support GROUND SNOW LOAD 30 PSF 5IMP50N "ITV �� I" 10" or id 5_eO er su ort CONNECTORS a I6 O.G. U.N.O. FLOOR SHMATHIMS WIND SPEC i LAi1REL 130 MPH (3 SECOND GUST) 5tructural Panels WIND EXPOSURE CATEGORY B (SUBURBAN, SEMI-WOODED) I" or less &d 6' edge / 12" field SEISMIC DESIGN CATEGORY C, eater than 1° IOd b" edpe /b" field Dia nal Board 5heathing WEATHERING AREA SEVERE I"xb or ["x5" - per support x or wider 3- d per support IGE SHIELD YES U.N.O. ROOF SHiN6LE5 I FROST LINE DEPTH 31-0" ��rolv�uqs�hi I. min. 12 qa.shank w/a min.3/b" dla. head. fastener shali netrate TERMITE AREA MODERATE TO HEAVYAsphalt roof shingles the roofing materials and a min.of 3/4" into roof sheathingand shall manufacturer and rovide no less than 4 fasteners per stri shingle. DECAY AREA SLIGHT TO MODERATE :Nailing requirements are based on wall sheathing nailed 6'on center at the panel edge. If wall sheathing 15 nailed WINTER DE51ON TEMP II 3"on center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors,such as shear plates shall be used to maintain the load path. 21^1hen wall sheathing 15 continuous over connected members,the tabulated number of nails shall be permitted to be ®� reduced to I-16d nail per foot. N N DOUBLE TOP PLATE 8302.9 Wall and ceiling finishes not including trim, door, and window frames shall have a flame-spread classification of not greater than 200. Wall and telling finishes shall have a smoke-developed Index of not greater than 450. l ® 4 Combustible insulation shall , separated a minimum of 3 Inches from recessed HEADER recessed lighting fixtures, fan motors, and other heat-producing devices or separated In accordance with the conditions stipulated to the fixtures Ilsting. Recessed lighting installed in the building thermal envelope shall meet thep z FULL HEIGHT I. All work shall comply with the 2015 international Residential Code for one and requirements of Section NI102.45 _i STUD two family dwellings, the 2001 Wood Frame Construction Manual and the A5GE-1-05. 8308 blazing at hazardous locations shall have glazing protection in conformance Contractor shall coordinate any and all inspections as required to obtain certificate with r3o8. In general lazing in all doors and fixed side panels, Glazing5 less than ofoccupancy on behalf of the owner. 60" above surfaces optubs showers, etc. Glazing within 24" arc of doors in closed I-j" x 18 GAUGE HEADER TO STUD: 2. All work shall comply with the New York State Energy Conservation Code. See position with sills less than 60" above floor. Glazzings over 9 square feet and less STEEL COLIED JACK STUD BY SIMPSON LSTA21 CONNECTOR note 5. than l8" above finished floor. blazin near stairwa 5/landin s. See complete text of STRAP NO. GSI& W/ 16-IOD FASTENERS 3. All electric work shall comply with the National Electrice Code. Electrician shall 8308.4. Glazing for Specifics on locations and exceptions.9 P TYP. FLOOR obtain fire underwriters certificate for all electric work and shall submit to owner. g PJ015T BY SIMPSON Provide all outlets and junction boxes regjired for all appliances,pumps, equipment, R308b II ht5 and sloped glazing shall comply with this section and have full UNDER J0I5T(12" etc. Contractor shall review service requirements, all lighting, outlets, fixtures, phone tempered glazing. P g g P y y END LENGTH) 16" Jacks, T.V. cable jacks, etc, with owner as required for the full installation and P g g' WINDOW SILL satisfaction of owners requirements and code compliance and shall provide some. O.G. PLAN Architect is not responsible for electrical designs for this project In an capacity. 8309 Garage opening protection and separation required to be as noted and to P 9 P j y P ty. conformance with 8309. Garage floor surfaces shall be sloped to facilitate the BOX BEAM. STUD TO PLATE: 4. All plumbing work shall comply with the National Plumbing Code and all local codes. movement of Contractor shall review with the owner the requirements for plumbing Installations SIMPSON liquids to drain toward the main vehicle entry doorway. MATCH FJ „ HDUS UPLIFT including but not limited to fixtures, trim,accessories,etc. and requirements for water 8310.1.1 All emergency escape and rescue openings shall have a minimum net clear CONNECTOR W/ J" DLA. service and domestic hot water. Architect Is not responsible for any plumbing systems opening of 53 square feet. 24" minimum clear opening height, 20" minimum clear TYPICAL AT CORNERS in any capacity. Contractor shall provide sanitary system in accordance with the opening width, 44" max still height. OF BUILDING AND AT owners approved site plan and shall coordinate all inspections required for approval BOTTOM PLATE ENDS OF SHEARWALLS. of some. And surveys indicating final tank locations shall be by owners surveyor. FINAL, INSTALLED STAIRWAYS, HANDRAILS, GUARDS SHALL BE INSTALLED IN FULL W O Contractor shall provide surveyor with Information as required. CONFORMANCE WITH THIER RESPECTIVE CODE SECTIONS. ARCHITECT 15 NOT 5. All H.V.A.G. work shall comply with Article 10 of the N.Y.5. Uniform Fire Prevention RESPONSIBLE FOR THESE INSTALLATIONS. _I P4 and Building Code and Energy Code. Contractor shall review oil mechanical systems ®® TO FLOOR I < -1 with owner for type of :system to be provided (I.E. oil, gas, or electric hot water or R311.71 Stairways shall not be less than 36 inches in clear width at all points above the �j <air, etc) including air conditioning requirements. Architect is not responsible for permitted handrail height and below the required headroom height. Handralls shall not // �f} TY�I G/ LM I � � I f1/ w heating or air conditioning systems in any capacity. project more than 45 inches on either sideof the stairway and the minimum clear ®�CJ n Q 6. Owner shall obtain any and all required permits prior to allowing contractors to width of the stairway at and below the handrail height, Including treads and landings, � �� proceed with any of the; work. shall not be less than 315 inches where a handrail is Installed on one side and 2'i 1. All site work including sanitary system, utilities, easements. setbacks, elevations, inches where handrails are provided on both sides. The maximum riser height shall be �J drainage,retaining walls, etc. shall be in accordance with a site plan prepared by the 8.25" and the minimum tread depth shall be 9" in conformance with 83142. Minimum I" = I'-O" W Z owners surveyor. The Architect Is not responsible for site designs of any type In any headroom 6'-8'. All stairs shall be provided with illumination in accordance with >capacity. Section R303.4. Enclosed accessible Sppare under stairs shall have walls, under stair 8. All work shall be performed by licensed contractors whom are experienced with surface and any soffits protected on tfie enclosed side with 1/2-inch gypsum board. the type of work being performed. All contractors shall maintain liability Insurance and (�/� �# Q H workers compensation Insurance in connection with all work being performed in 8311.'1.8 Handralls having a minimum and maximum hell ht5 of 34 inches and 38 inches, project. respectively, measured vertically from the nosing o?the treads shall be provided on 9. All materials, systerns, equipment, fixtures, etc. shall be installed in strict at least one side of 5toirways. All required handrails shall be continuous the full TYP. ANCHOR BDLT: n 0 q " TYP. HOLDDOWN5: h•-�'I O Z compliance with the manufacturers written Specifications and Installation Instructions length of the stairs with two or more risers from a point directly above the top riser 518 DIA. 48 O.G. including all clearances for service, etc. of a flight to a point directly above the lowest riser of the flight. Ends shall be COORDINATE PLACEMENT ( BY SIMPSON, H122A CONNECTOR W/ 10. All contractors shall warrant their work in writing to the owner for a minimum returned or shall terminate in newel posts or safety terminals. Handrails adjacent to W/HOLD DOWN FOLT5. VERIFY 14-51253 5GREW5 (OPT) AND EXTENDED - period of two years. a wall shall have a spce of not less than 1.5 Inches (35mm) between the wall and the BOLT TYPE,EMa_DMENT,REBAR - z 5/8" BOLT FROM END WALL _ (D LULU II. The Architect shall riot have control or charge of and shall not be responsible handrail. The handgrip portion of handrails shall have a circular cross section of I-I/4 ETC. BEFORE GDNSTRUGTION 01 (SEE FNP. PLAN FOR LOGATIN5) 0 0 for construction means, methods, techniques, sequences, or procedures,or for safety inches minimum to 2-5/8 Inches maximum. Ede radius of I/8". _ -� F-�i programs in connection with the work or for acts or omissions of the contractor, g TYP. 5UF-FLR TYP. SUB-Fl-R. o I Q N Q subcontractors or any person performing any of the work, or for the failure of any of 8312 boards are to be a minimum of 36 inches (914mm) in height. Open sides of stairs TYP. F J TYP. F.J. < them to carry out the work in accordance with the Intent of the contract documents in with a total rise of more than 30 inches above the floor or grade below shall have I- " x 18 GAUGE STEEL I that sold responsibllty is the sole responsibility of the contractor. dards (each side) not less than 34 inches in height measured vertically from the 601-1150, STRAP kgRAPPED 14" x 18 GAUGE STEEL N 12. All exterior doors,roofing shingles,trim, siding, etc. shall be reviewed and nosing of the treads. (Second story guards are recommended to be higher) UNDER SILL AND OVER �GOLIED STRAP WRAPPED C30 7 approved owner. EACH STUD W/ 12 MIN. I UNDER Sill AND OVER a r Ali interior with finishes Including but not limited to walls, flooring, tile, etc. shall be 8314 Sin le and multi le-station smoke alarms shall be installed in each sleeping " rM reviewed with and approved by owner. gg p P g STUD BEARING. NO. 6518 EACH STUD W/ 12 MIN. rM O 14. All miscellaneous interior items Including but not limited to doors, trim, fireplaces. room, outside of each separate sleeping area in the immediate vicinity of the BY 51MP50N STUD BEARING. NO. 0518 bedroom, on each additional story of the dwelling, including basements. The alarm closet shelving, kitchen cabinets, shelving. hardware, etc. shall be reviewed with and devices shall binterconnected in such a manner that the activation of one alarm will I Y 51MP50N @ e d approved by owner. R-30 IN5UL.. R-30 IN5UL. (� I� activate ail of the alarms in the individual unit. The alarm shall be clearly audible in all W/ VAPOR !FARRIER UP o 15. Mere existing walls, posts etc. are removed It is the responsibility of the bedrooms over backround noise levels with all Intervening doors closed. All smoke W/ VAPOR BARRIER UP contractor to provide i:emporory support,shoring, bracing, etc. as required. g • _ z • 4 alarms shall be listed and installed in accordance with the provisions of this code a � � v, and the household fireworning equipment provisions of NFPA72. TYP. FNP. / FTG. TYP. FNP. / FTG. RADE 8315 Carbon monoxide alarms shall be installed outside each separate sleeping area GRADE P12nAMCN#a 1-723 1:)r=C5I ON LCA:: S. in the immediate vicinity of the bedrooms. Where a fuel-burning appliance Is located EXP. JT'. d PITCH FINAL GRADE EXP. JT. within a bedroom or its attached bathroom, a carbon monoxide alarm shall be AWAY FROM WALL5 TYP. 41 PITCH FINAL GRADE installed within the bedroom. Carbon monoxide alarms shall be listed in accordance LIVE DEAD with UL 2034 and UL 21T. 4" 3500 P51 CONG. 51-A AWAY FROM WALLS TYP. e��p ��[�[ o PROJEGT5-1-723 snow LOAD, 30 10 ROOF PER ,12 PITCH R?02.7 A vapor retarder are required on the interior side of frame walls In Climate , a Zones 5, 6,T,8 and Marine 4 with the exception of basement walls and below grade 1i) jp 40 10 DECKS / PORCHES portion of any wall. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 2"x4" 2"x4 " R801.1 Attic access. An attic access opening shall be provided to attic areas that IKEYWAY d �° KEYWAY 30 10 SLEEPING ROOMS exceed 30 square feet and have a vertical height of 30 Inches or greater. The a a° 20 10 ATTIG5 WITH STORAGE rough-framed openinh shall not be less than 22 Inches by 30 Inches and shall be 8"x16" located in a hallway or other readily accessible location. A 30-Inch minimum FOOTIN 10 10 ATTICS WITHOUT STORAGE unobstructed headroom in the attic space shall be provided at some point above the access opening. See Section M1305.1.3 for access requirements where mechanical equipment is located to attic. RIOOI.i Masonry chimneys shall be constructed, anchored, supported, and reinforced app squired in this chapter and the applicable propvipIng. of Chapters 3, 4, and 6 with applicable clearances to combustibles and fire5to In mmv moo.-. 2 of 6 LINE OF NE 4LINE OF EXISTING ADDITION DWELLING 25'-4• _ 7. - - - Imo` �OUNr;)A7ION N07ES: -iF�lF00TIN65 SHALL REST ON UND15TURBED SOIL OF 2 T5F L%. �Q��9 Q���Q� 24'-8" BEARING CAPACITY, SUBJECT TO CONTROLLED INSPECTION. DRILL 4 GROUT W/ I #5 REBAR ® 12" 2. KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE 215 D@I%�OO M MWER IMC V o.G. INTO EXIST. IN PLACE, PUMP AS REQUIRED. nowm 3mmpq Kv f1m 3. CONSTRUCTION JOINTS IN FOUNDATION WALL5 SHALL BE NO O FOUND. I MORE THAN 50 FEET APART AND NO LE55 THAN 4'- O" FROM ANY ® 3 1/2" DIA. 5TL. PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH COLUMN (SGH. 40) ® EXIST. BASEMENT CONSTRUCTION JOINTS. DO NOT USE HORIZONTAL CONSTRUCTION 0 n ° I JOINTS. Q3 1QLL° 4. SLABS ON GRADE SHALL BE PLACED BY STRIP PLAGING F � F � F METHOD (MAX. WIDTH 30 FT. BY INFINITE LENGTH) WITH CONTROLS K- ' '° '�, (2) I x II LVL��_ (2) I x IIS LVLT _I (2) I x II LVL I_ tu JOINTS (5AW GUT) MAX. 30'- 0" O.G.; CONSTRUCTION JOINTS SHALL'` - t' `�. EXIST. 31" DIA. 5TL. EX15T 4" 5TL. SCOL. BE LOCATED ALONG LENGTH OF PLACEMENT AND AT EN05 OF *' :' Ib"Ab" GONG. - - COL. W/ .318 WALL ON 24 x24 xl2 �.. PLACEMENT. � THICKNE55. GONG. FTG. (TYP) A PIER 4 CONCRETE NOTES: 24"x24"A2" F r F n GONG. FOOTING _ EXIST. _ EXIST. _ EXIST. _ F_ _ EXIST._ _i _ _ EXIST. ALL CONCRETE 2-I " xl l " LVL L _ J 2-I " xl l L _ x VL L - 2-I " xll " LVL L _ _J " xl l " LV I CONCRETE 5LAB�SHALL BE 500 P51 STONE ALL CONFORM TO (CONCRETE; ALL 4 3500 PSI GONG. EX15T. 55MT WINDOW TO BE EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR ENTRAINED. k°<I SLAB ON b MIL REMOVED, 5AW GUT EXIST. SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. I = VAPOR BARRIER FOUND WALL TO PROVIDE A I- ( I I 2. ALLREINFORCEMENT �t = 4-O MA5. OPENING SHALL BE DEFORMED TYPE v INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM A-615 GRADE 60. UNFINISHED BASEMENT iii o 3. TEMPERATURE REINFORCEMENT, SPLICES, 5UPPORTS FOR n n REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 -i 4. CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 4-28-IS ISSUED FOR PERMITS 3500 P51 GONG. FOUND. WALL TO BE 8" -i _.:ju. �- �- DIAMETERS AT 5PLIGE5 AND GORNER5 AND HOOKED AT NON- THICK x 8 IN HT. w/(2) #5 REBAR TOP '7 u- UP I -i -i F" - - AND CONSTRUCTION. F m m CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS (2) #5 REBAR VERT. BOTTOM ON CONTINUOUS FOOTING � ( Ca I O( X EA. 51DE OF 65MT. PROVIDE J" x 16" AS ® 4'-0" O.G. REFER X ? ? ►� OTHERWISE NOTED. DETAILING OF ALL REINFORGEMENT SHALL WINDOW OPENING TYP. TO A-1 FOR DTAIL5 uu u- u_ BE IN ACCORDANCE WITH AGI 5P-66. (88) 5. PROVIDE O #6 ALL SIDE FOR NINGS IN CONCRETE .. 0 UN TW L 5E NOTED. EXTENfa BARS 2'-L)" BEY • .. ::..... . .... .. .... •. _ .. :. . :. .. ._ ,..:. : OND OPE WALLS LESS OTHERWI OPENING; HOOK ENDS. 6. PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR EGRESS WINDOW 4 - - - - MECHANICAL TRADES. OPENINGS SHALL BE PLAGED 50 AS NOT WELL MANUF. BY DRILL 4 GROUT W/ TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. ROCKWELL ELITE #5 REBAR @ 12" 5ERIE5 No. 664460 O.G. INTO EXIST. 1. BEFORE PLACING CONCRETE, CONTRACTOR SHALL SUBMIT FOR FOUND. REVIEW A COMPLETE 5EOUENGE OF PLACING 5GHEDULE. Ir 25'-4" INDICATING ALL CONSTRUCTION JOINTS, TIME SCHEDULE, AND GUARANTEE OF CONTINUITY OF GONGRETE SUPPLY. I LEC�ENi� _3 T`I'C'I GAL r-OUNOAT 1 ON NOTES NEW 8" POURED CONCRETE FOUNDATION WALL. FND./ FTG.: 8" THICK P.G. FND. WALL w/TYP. ANCHOR BOLTS, ON CONTINUOUS I6"w. x EX15T. WOOD FRAMED WALL 8"d. P.G. FOOTING; TO A MIN. DEPTH OF 36" BELOW GRADE - ON TO REMAIN. UNDISTURBED GLEAN GRANULAR 501L w/ MIN. I TON PER 5.F. BRC. 1 ®U I �►D I ® I I CAPACITY. REBAR: 2-#5 BARS, EA. WAY 36" O.G., - CONTINUOUS AT TOP 4 BOTTOM OF WALL AND/OR IN FTG. w/ MIN. 3" COVER. ------ EXIST. WOOD FRAMED WALL ----------- ro BE REMOVED SUMP. ANGHOR BOLTS: 2-2"x b" (or I-2xb MIN) PRE55URE-PRESERVATIVE-TREATED (PPT) SILL 2"x4" WD FRAMED WALLS ® PLATE, (PROV. TYP. 51LL/WALL TIES, WHERE REG-D) OVER TERMITE 16" O.G. w/ 1/2" G.W.B. EA. SHIELD AND SILL SEALER w/ %"dla. ANCHOR BOLT5 (1"MIN. EMBEDMENT 51DE AND 3115QUARE WASHERS) ® 36"o.c. a 28"o.c. WITHIN 8 FT. OF GORNER5 OSp SMOKE DETECTOR AND 12" MAX. FROM EACH END OF SILL PIECE. COORDINATE PLACEMENT w/HOLD-DOWN BOLTS, A5 REQ'D. TO CONNECT TO 5HEARWALL STUD BRACKETS. (5EE DETAILS). GO CARBON MONOXIDE SILL/WALL TIES: DETECTOR REQUIRED ONLY AT ROOF BEARING WALL5: PROVIDE SIMP50N 6520, EXHAUST FAN MIN 75 CFM (20 Gage), 1 1/4" STEEL STRAP TIES a I6"oc w/ (AT EA. STUD MIN. 8- 8d NAILS, EA. END) WRAPPED UNDER 8 UP INSIDE FACE OF SILL, GUT TO LENGTH A5 REOV. (5EE DETAIL) HOLD-DOWN BOLT: 51MILAR TO TYP. ANCHOR BOLT, EXCEPT SPACED AS REQ'D. TO ANCHOR 5HEARWALL SEGMENT5. (SEE 5TND. DETAILS). GONTRA6TOR5 MUST COORDINATE PLACEMENT OF ALL BOLT5 (BEFORE CONST) TO INSURE ALIGNMENT OF BOLTS 4 STUD BRAGKET5. OPTION: (INSTEAD W O OF H02A's 4 BOLTS): USE STRAP TIE HOLDOWN, 51MP50N 5THDIO U EMBEDED IN FND. WALL $ EXTENDED UP OUTSIDE FACE OF WALL A5 EGRESS WINDOW WELL BY REQ'D. [SEE FLOOR PLAN FOR 9HEARWALL 9EGMENT9]. ROGKWELL ELITE SERIES No. GONGRETE: Lu WL, 664460 ALL CONCRETE TO BE STONE AGGREGATE, WITH A MINIMUM (28 DAY) :tSTRENGTH OF 3000 P51, EXCEPT U5E 3500 P51, FOR ALL EXTERIOR LU WINDOW WELL SIDE PANELS USES; INCLUDING GARAGE SLAB, ETC. 4.. VTR I--I MUST EXTEND 4 INCHES C� � -1 J;L ROOD ABOVE GRADE LEVEL. SHEARWALL SEGMENTS: W -1 _ GRADE MUST BE SLOPED PROVIDE 5HEARWALL5 PER GODE; 2 AT ALL GORNER5 OF BUILDING, WITH A �,..��// < LLT I (2) 2X10 AWAY FROM WELL. MAXIMUM OF 25 FEET BETWEEN 5EGMENT5. STANDARD SEGMENT: )Y PLYWOOD, I-�j } EXTERIOR $ Y2" G.W.B. INTERIOR 4' WIDE x HT. OF WALL (8' MIN) NAILED TO HDR DOWNSPOUTS MUST ALSO BE " - Z __.� WALL STUDS ® Ib oc, w/ DBL. STUDS AT EDGES. USE 8d NAILS ® b"oc AT (f� (�/ ___ --T----'-_-- , DIRECTED AWAY FROM THE EDGES 4 12"or, IN FIELD. ANCHOR EACH SEGMENT TO FOUNDATION w/ 51MP50N Z Q ------- --j _ -- i I WELL. HOLD-DOWN BRACKETS s s/8" BOLTS A5 REQ'D. - INSTALL ALL HARDWARE A5 �--- z PER MFR. 5PEG5. [SEE AL50 TYP. HOLD-DOWN BOLT NOTE 8 STANDARD IL 2" I2" 12" I2" i DETAILS] Q O � LAV. I I LAV. I I EGRESS ------ST. GRADE _ Z L I/2' i I I/2' i WINDOW GX14 TUB 5'R,. i 1 ! i ! - CASEMENT BYCD /2 15'1 . r-LOOR ANDERSEN ^ ;-I G.O. 4" 4R 5AN TIE INTO 50HD. APPROVED _ N u, Z 5ANITARY5Y5TEM. -�- USE 3/4" GLEAN FREE-DRAINING ROCK OR A6 STONE AT LEAST 12" LL c•, IN WIDTH AROUND ALL SIDES OF a WELL. FILL TO DEPTH OF p0 FOUNDATION FOOTING. x 'El 44" MAXIMUM FROM r WELLS GAN BE INSTALLED FLOOR TO WINDOW LOWER THAN RECOMMENDED 3 a SILL TO MEET EGRESS _ 1/2" TO HELP MEET GRADE EASEMENT CODE REG2UIREMENT54 "_ CONDITIONS �C�4#a 1723 � ._ @MFp) F0d[go PROJECTS-1723 ... DG3La�M�G]C�#o L M 1 NC=7 R 1 SER D I /%ORAD2 � ��INDOJ�I� D TAI L " mmmu mpAA 3 of (0 r LINE OF NEW ADDITION LINEOFA L ISSEI r;�: NEW 8" POURED CONCRETE D.S. 2 FOUNDATION WALL. D- EXIST. WOOD FRAMED WALL �- - - -- - - - - - - - - - - - ITO REMAIN. dC�I� GQo �LQ[unJ�lg C1o�oLao I I I EXIST. CLOSET TO BE REMOVED i i ___________ EXIST. WOOD FRAMED WALL II TO BE REMOVED i t I I I PN E G30LlG�1MM C�1MCEMMC �J 4, � I � T rrcvvlvc rLASHiNG I EXISTING D-5 l GL 2"x4" WD FRAMED WALLS ® G3mammg M�7 fl9 ° o fl PROPOSED OFFICE 10I6" D G. w/ I/2" G W.B. EA.FXt�T, CHIMNEY C� 3fl°l7�`Il"00 BATH Vol GL6•HOT. I I 510,CLO.NGT. I SIDE e'o•01-6.H6T. D I I ATTIC 05D SMOKE DETECTOR r� AGOE55 0 CARBON MONOXIDE AO I I I i LN DETECTOR `na�," ---► I EXHAUST FAN MIN 15 CFM PROVIDE GRIGKET -� II I I 1 �\ EXIST. WINDOW TO BE GL �I REMOVED. FRAME OPENING +> GL FRA�(I I/� I®� © = 1 I _ I f`��J ' `t -RIDGE VENT MATCH FINISHES AS REQ'D TO D WN ( I. ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS o": ALLOW FOR NEW ADDITION. 1 ROOF BELOW �" I EXIST. LONER FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I. 5/8" MIN. I I I EXISTING MASTER BEDROOM o Q- I THICKNESS OR AS NOTED. EXISTING BEDROOM 8 O GL6.NGT. 8'O"GLC.HOT. 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR. nl�o EXPOSURE I. 3/4 MIN. THIGKNE55. ALL EDGES OF PLYWOOD TO vls - 4-28-18 155UED FOR PERMITS 8 BESET ON SOLID BLOCKING. GLUE AND NAIL PLYWOOD BATH 506FLOOR TO FLOOR JOISTS. I I 8'0•cL6.HGr. GON5TRUGTION II I 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH ' 0DOUBLE UPRIGHTS, 9'-O" AND OVER WITH TRIPLE UPRIGHTS. ALL CL - HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS 5HOWN ON L- -- DRAWINGS. Ll 5. SOLID BLOGKING SHALL BE PROVIDED FOR ALL JOISTS AND 0.5. 1 ROP05ED I I FLOOR BEAMS AS PER N.Y.5. CODE OR AS NOTED ® 8'-0" O.G. LINE OF EXTERIOR PITCH I PITCH �- pORTIGO ROOF �EMOL� T� ON 07x=5: PROVIDE 2" AIR SPACE FOR AIR CIRCULATION IN ROOFS. WALL BELOW i OVER EXIST. _5 MASONRY STOOP -1 EXISTING EXTERIOR WOOD FRAMED WALL TO BE REMOVED AS 6. DOUBLE FRAMING AROUND OPENING5(skyllghts,stalrs etc) OR A5 AND ENTRYWAY. INDICATED INCLUDING BUT NOT LIMITED TO ANY AND ALL NOTED ON DRAWINGS. REFER TO DETAIL ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. 130. 4 MI50. 2/A-5 FINISHES ETC. TO ALLOW FOR THEINSTALLATION OF NEW SLIDING OLA55 DOOR, FRENCH DOOR AND GARDEN WINDOW. 7. DOUBLE UP FRAMING ON ALL P05TS AND PARALLEL. PARTITIONS PLAN��� f� ��� I ��" �� � ���� G/!� �j G �2 EXISTING WINDOWS SHALL BE CAREFULLY REMOVED 8 OR AS NOTED ON DRAWINGS. 11 - ` �-- � OUARF. r-OOT A0�J: RELOCATED IN THEIR NEW LOCATION AS PER PLAN. 8, ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH SCALE: 1/4 - I O FIRST FLOOR (EX15T) = 1060.0 SF � EXISTING WINDOWS SHALL BE REMOVED d DISCARDED IN THEIR RATED GALVANIZED METAL CONNECTORS BY "51MP50N" OR FIRST FLOOR (PROPOSED) = 596.0 5F ENTIRETY. APPROVED EQUAL. 5EGONO FLOOR (NO GHANGE) = 940.0 5F ® REMOVE AND DISCARD EXISTING WOOD FRAMED WALL AS ATTAGHED GARAGE (EXIST) = 400.0 5F INDICATED INCLUDING BUT NOT LIMITED TO ANY AND ALL PROPOSED PORTIGO - 39.0 5F ELECTRICAL DEVICES, MECHANICAL, PLUMBING, GYP. E30. t MISC. 9. PLYWOOD SHEATHING TO BE NAILED WITH 8D ® 4" O.G. 5UNROOM (EX15T) = 236.0 5F FINISHES ETC. EXTERIOR EDGES AND 6D 0 12" O.G. INTERMEDIATE. LINE OF NEW ADDITION LINE OF EXI5TING � EXISTING DOOR, FRAME, 4 HAREWARE SHALL BE REMOVED $ D 15GARDED. TOTAL PROP05ED HABITABLE AREA = 2,596.0 5F ® REMOVE PORTION OF EXISTING WALL TO ALLOW FOR THE 10. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND INSTALLATION OF NEW SOLID POSTS TVP. STUD WITH GALVANIZED HURRICANE TYPE Hl CONNECTORS BY "SIMPSON" OR APPROVED EQUAL. **CONTRACTOR SHALL COORDINATE AND VERIFY REMOVAL OF II. ALL PRE-ENGINEERED LUMBER SHALL BE "TRU55 JOIST" TJ ANY EXISTING CON5TRUGTION THAT 15 NEGE55ARY TO COMPLETE SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL. ALL NEW WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR THE JOISTS, GIRDERS AND HEADER5 SHALL HAVE BEARING REMOVAL LIMITS OF ALL EXISTING CONDITIONS THAT INTERFERE STIFFENERS INSTALLED AS PER MANUFACTURERS EXISTING SUNROOM WITH THE CONSTRUCTION OF NEW WORK. RECOMMENDATIONS. WEB STIFFENERS SHALL BE REQ'D AT ALL LOAD AND BEARING POINTS AT A MINIMUM. A 51NOLE 1-3/4" LVL RIM J015T SHALL BE REQ'D AT FLOOR PERIMETERS. HANDLING, STORAGE, AND ERECTION OF COMPONENTS SHALL BE AS PER MANUFACTURERS RECOMMENDATIONS. z 25'-4" 12. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROW5 OF 1/2" DIA. O 2'-4" 2'-4" 14'-8" MACHINE BOLTS 0 12" O.G. - Z G G G W D FWG 12068-4 U 13. PROVIDE FIRE5TOPPING AT ALL LEVEL PENETRATIONS. < Lu Z D D 1-�- 14. BRIDGING TO BE PROVIDED FOR ALL J015T5 AND FLOOR w < 3-0" 4 -0• ' 0 4 �-2 I I DW � Pte, +/Sj. REF. � BEAMS, SPACING NOT TO EXCEED 8'. Q I- � � I �.. SHR. I I I I MUDROOM p W > O TOILET POCKET-� c I- - EXIST. \ OSD b Q O �-WALL ® DOOR � I W.I.G. I i KITCHEN �. l0+ z Z --O' 42" AFF (4 ExISTINF� DINING ROOM l� O Y r �y �u+"� �.rl O qty = a Q CL x � W +' + A + ANDERSEN 5 6a MARK QTY. ROUGH OPENING O I I I I I I 400 SERIES LIN II II �48"iI�ARN 26X 6Di i A TW 3052 3 3'-2 I/8" x 5'-4 7/8" II _ O TW 30310 2 3'-2 I/8" x 4'-0 7/8" F7 INLINE OF I I i i CUSTOM I I I DECORATIVEIL I O A21 3 2'-0 5/8" x 2'-O 5/8' N �/ N i I I I TRUSSES I +/ O O 014 3 2'-0 5/8" x 4'-0 1/2" ' II II ABOVE I • 05D ALIGI I DN ST pLa 0 I I I I I I I I I I II II I III O 1.yI�ALL BOTTOM OF WINDOW HEADERS SHALL BE o� # d cV I= I IMAS?FR BEDROOI?1! i I EXISTING GARAGE „ O i ' i i 1 i i i i III I- 6-8 AFF UNLESS NOTED OTHERWISE. v I x 2. PROVIDE JAMB EXTENSIONS AS REOV FOR 6" HALLS. d) II I I I I i t I I D-I IIIiII IIIiII OS�iII II4 IIIIIIIIII� 3*. REVIEW AL L WINDOW OPTION WOWNER P RIOR TO ORDERING. (2) 30„ EXISTING LIVING ROOM EXISTING SITTING ROOM 4. G©NTRAGTOR SHALLCOORDINATE AND VERIFY POGKET ALL ROUGH WINDOW OPENINGS A5 PER DOORS OFFICE AREAFLOOR HT. TO MANUFACTURES SPECIFICATIONS WITHOUT MATCH EXIST. EXCEPTION. UP @�D M�° Qpo PROJ2E CTS-1723 INDICATES EGRE55 WINDOW A-3.19WG III I III �Gj� -6 1w IFO A,_211 4'-2„ T LINE OF PROPOSED 25'-411 I PORTICO ROOF 5 ABOVE. REFER TO I DETAIL 2/A-5 -5 CUSTOM BRAGKE REF. DETAIL 4/A-5 I ®® EXIST. MASONRY " 1PLAN STOOP (NO CHANGE) = 1 -0 ��]GI�U [�QAA "4 of 6 SCALE= 1/4 i LA LINE OF NEW �----LINE OF EXISTING ADDITION VNELLING NJ�LrU & (�L IWLIV9 4"1o�oL�o LQG 9NDITIMIT ® �fl� G�OOLaf�IOC� L��IG[Y]M[� EXIST.KINOOK TO 13E REMOVED,OPENING TO 12 BE FRAMED TO ALIGN a FOR NEW ADDITION 40 YR.ARCHITECTURAL ASPHALT SHINGLE BY RIDGE VENT GERTAINTEED.COLOR TO MATCH EXISTING / 12x18 VINYL VENT \ 12 <. d 1 y BLIND 40 YR,ARCHITECTURAL C� e: _ �, � •_ I I \ FLASHING ASPHALT SHINGLE BY MATCH EXISTII� 6'FASCIA W.WITH 2' TRIM TO BE WRAPPED IN ALUMINUM. �\ L-----J Elm] LQL PROPOSED PORTICO 1 ell � .Y HHITE b'ALUMINUM —\ - 6urmR NOT SHOWN) CEDAR IMPRE5510N5 VINYL SIDING,COLOR DOUBLE 4'VINYL TRIM HJW-7 400 TO MATCH EXISTING HINDOW BY —� " � �\ ANDERSEN TO BE WITE. All. I 4-28-18 ISSUED FOR PERMITS 4 4'ANDERSEN A-SERIES Ppoposw HINDOH TRIM KITH \ OA O PMMAASCONSTRUCTION. MASONRY CROKN MOLDING TO �/ BE WHITE. \ STOOP.REF.DETAIL T 2/A-5 FOR ADDITIONAL L GRADE 4'VINYL CORNER TRIM . PROVIDE SHUTTERS TO MATCH"15T. VINYL IMPRESSION VINYL SIDING. L J SERIES IqIWO;l BY DOUBLE HUNG 400 - ( I ANDERSEN!TO BE ( � � WHITE ��- — EGRESS WINDOH C ROGK fU ELITE SERIES No.664460 F C F®5 NORTH ( ELEVATION I SCALE: 3116" = I'-O" UNE OF*34 ADDITION < LINE OF ewsn10 z W O z Z < Lu W � � RIDGE VENT 40 YR.ARCHITECTURAL �� t ASPHALT 514INGLE BY —1 '' '' 11 CERTAINTEED.COLOR TO W LU MATCH EXISTING ® ® i AMINO 400 SERIES L_1 1 GLAD KINOOKS BY z 1 / ANDCR5M TO DL' O WHITE. ' \ -' Elr771 O CASEMENT 400 SERIES Q � GLAD HINDOW5 BY n / ANDERSEN TO BE CN / WHITE. X �1\ } CEDAR IMPRESSIONS dJ VINYL S!1?IN6,CALOR (V TO MATCH EXISTING O LU F14'VINYL CORNER TRIM ❑❑ GRADE - O a � a i �,�[E(C�V#o -723 PROJEGTS-1723 A-4.DWG A � 4 E. mmw 5 of 6 RIDGE VENT 2"x12" RIDGE BM. EXISTING ENTRY ,f DOOR TO REMAIN. 12 PROVIDE 4x4 2"x10" RR @ �q NEW 40 YR ARCHITECTURAL SOLID POST. ASPHALT SHINGLES OVER 30 LINE OF EXIST. LB FELT AND 3/4" COX PLYWD DWELLING - -- � dC�[�I� LQo �QGZlf�19 Lao�oLao 2"x10" RR ® LaG3�Gu1�`l�C��It 2 2"x4" G.T. ® 16" O.G. 1 q 2 - 16" O.G. 12 211 n@)LaG:lOO M L�w[ mum - AN GLC. HT. -- ::2x8 ® 16�: +5 _ - �: •, nQ CQDD 9 EL.: IO'-6" O.G. R-30 211x6" G.J. � O 11 :: :: �� o BATT 16" o.C. T.O. PLATE @ DORMER 2x8 R.R. 2x8 R.R. X LINE OF EXIST. ' BR-15ATT , EL.: 10 -6 OVERHANG ABOVE I ry ( �FQ10 BATT LU " I INSUL BATT (2) TAO" T.O. TRANSOM WINDOW f AF D 2"x6" DECORATIVE HDR. WOOD TRU55 SYSTEM. E-1/2" GYP. BD. EL.: Cf -4" LINE OF CUSTOM L J CONTRACTOR SHALL NO. BRAGKETS41 b" ALUM. --�'� VERIFY W/ OWNER CUSTOM BUILT AS SELECTEDBY ^, WRAPPED T 1"xb" T46 PLANKING TO BE IN SHELVING OWNER. FASCIA INSTALLED TP BOTTOM OF NOOK T.O. WINDOW � � t I- - (2) 2x8 EL.: 6 -8 LINE OF PORTIGO �., . 12 r--- ROOF J5T5. PRIOR TO THE " VINYL VENTED AIN5ALLATION OF TRUSSES. HDR. ROOF ABOVE. �Q� Ny SOFFIT TO ,- VERIFY FINISH lit/ OWNER MATCH EXIST. 2 11x4" WOOD �^ j MASTER BATH — ----- FRAMED WALL w/ -- ++ CASEMENT WINDOW BY — STUDS ® 16" O.G. — > MASTER BEDROOM i /—ANDERSEN OR EQUAL. SEE EXISTING MASONRY 3 4 nn PLAN FOR SIZE AND STEPS TO REMAIN �_5 ���V�o VINYL CEDAR —� _ LOCATION OF ALL NO A-S PERFEGTION5 R-15 BATT IN5UL FINISH FLOOR TO BE WINDOWS ( CHANGE) 4-28-IS ISSUED FOR PERMITS SIDING BY 211x4„ SELECTED BY OWNER AND CONSTRUCTION. GERTAINTEED. " T46 5UBFLR. R-15 BATT INSUL COLOR AND FLOOR GLUED 4 5GREWED TEXTURE To PLATE FIRST FLOOR EXISTING MASONRY WALK TO REMAIN MATCH EXISTING - EL.: O'-O" (DATUM) ' q�" WI 40 F.J. F—(2) 1j"x11g': FIBERSTRONG RIM BOARD TYP. GRADE ® I6 O.G. LVL GRADE TYP. WEB STIFFENERS, SQUASH BLOCKS, - - OR BLOCKING, PANELS AT ALL BRC. R-30 BATT POINT. (VERIFY ALL DETAILS AS PER IN5UL w/ V.B. 'UP' ,p. :. MFR. SPECS) TYP. CRAWLSPAGE 2"x6" PRESSURE TREATED SILL .d~ 3500 PSI GONG. FOUND. WALL PLATE AT TOP OF FOUNDATIONk To BE 8" THK. x 8'-0" IN HT. WALL w/ TERMITE SHIELD (MIN 36" BELOW GRADE) W/ (2) BASEMENT �4" DIA. STI- #5 REBAR TOP � BOT. ON COLUMN CONTINUOUS FTG. PROVIDE 5/8" _ - 'N' x 16" A.B. ® 32" O.G. REFER TO _ " EXPANSION A-1 FOR DETAILS. 4:-0„ JOINT 4 GONG. SLAB ON , VAPOR BARRIER 8" PROVIDE MTL. 4 . 4" GROWN O.N. FLASHING MOULDING BY AZEK L — — — AZM-4q 2"x10" RIDGE BD. PROVIDE SUPPLEMENTAL FRAMING AS REQ'D FOR PROVIDE �" AZEK ARCHED SOFFIT. I I I I I I I I SHEATHING ON I I I I I COX PLYWD. SHEATHING. 211x8" RR ® 1611 O.G. I � I (11x6" TRIM BY AZEK I'-O" 12 � 8 1"x311 TRIM BY AZEK 1/2" COX PLYWD. W/ Qn 1/2" AZEK TRIM. W Z U - � PROVIDE MT516 ZLU PROVDE VINYL TWIST STRAP FROM BEAD VENTED GIRDER TO RAFTER W 1 K- 5OFFIF AT BARREL AT PORTICO I-� +�- < l n VAUL'. 4" GROWN MOULDINGi i t--� BY AZEK AZM-4q. o TY�'I GSL NOTES: - --_..��- .. --. � :- � - � -- - CAI � } (2) 2"x10" HDR. EA. `_J !L-_j! LJ EXIST. — EXT. WALL: HEADER: - 51DE FASTENED TO FLOOR j 2"xb" 5TUDS ® I6"o.c. (10' HT. @ Ist FLR. d q' HT. ® 2nd FLR) w/ MIN. HEADERS: 3-2"x8" AT 2xb WALLS, AND 2-2"x8" AT 2x4BRACKET BELOW. SPACERS AS REQb FRAMING t R-IQ IN5UL. 5HEATHING: 1/2" MIN. GPX PLrNOOP, EXTEND TO WALL5/PARTITION5, UNLESS NOTED OTHERWI5E N.N.0). 5PAN5 OF WRAPPED IN I"xTRIM H COVER FULL TOP, SOLE 4 SILL PLATES. THEN COVER w/ 15 LB. 6'-O" AND OVER;SUPPORT w/DBL. STUDS, q'-O" AND OVER; PROVIDE AZEK TO BE PAINTED CCHANGE) TRIM AND WHITE FELT or TYVEK W.P. MEMBRANE (OR EQUAL). VERIFY SUPPORT w/ TRIPLE STUDS. PROVIDE METAL TIES (SIMPSON ^ O D 510ING/REQMT5. 8 ALL FINISH TRIM (AS APPROVED BY OWNER). L5TA21, or EQUAL) FROM HDR. TO JACK 5TU05 AT EXTERIOR SUPPLEMENTAL ~ LU WALLS SUPPORTING ROOF 5TRUGTURE. FRAMING TO BOX — E Q ROOFING: OUT 2 x10 HDR. ARCHITECTURAL GRADE (MIN. 30 YR. RATING) ROOF SHINGLE5 FASGIA/ SOFFIT: N 0 (A5 SELECTED BY OWNER) OVER 15 LB. FELT B 1/2" MIN. GDX 1"xb" FA5GIA w/ 2"x 5UB-FA5GIA (A5 NEEDED), SOFFIT: MATERIAL PLYWD. SHEATHING. USE 6 NAILS PER SHINGLE f, PROVIDE ICE (TBD) w/ CONTINUOUS SCREENED VENT, VERIFY ALL DETAILS, TRIM, i— SHIELD UNDERL.AYMENT AT FIRST 24" MIN. FROM ALL ROOF ETC. - OPT. VER5ATEX TRIMBOARD (or equal) AND/OR T46 WOOD tU EDGE5/13REAK5. ALL FASTENERS B FLASHING TO BE CORRO51ON -TRIM AS SELECTED, INCLUDE GUTTERS 8 LEADERS, A5LU RESISTANT. APPROVED BY OWNER. 00 T ROOF TIES: SUB-FLOOR: �' J"x8" LAG BOLT W/ [rte o 3/4" THICK, A.P.A. RATED PLYWOOD, ALL EDGES OVER 5OLID � PROVIDE SIMPSON, 0520 STRAPS, GUT TO LENGTH F/ MIN. 8- 8d m cn m WASHER m 10" D.G. _ NAILS, EACH END OF STRAP, AT EACH RAFTER ® Ib"o.c. USED TO !L L] o0 BLOCKING GLUE 4 NAIL PLYWOOD TO FLOOR JOI5T5/FRAMING. - NP• TIE ROOF RAFTERS TO WALL STUDS, BELOW. VERIFY PROPER � `=?) pq ALIGNMENT OF STUDS 4 RAFTERS FOR CONNECTION OF TIES. VERIFY SPECIFIC UNDERLAYMENT REQUIREMENTS FOR ALL FIN15H o@ d FLOOR MATERIALS AS 5ELEGTED BY OWNER). V Go CUSTOM 4"xb" WALL TIES: RIM BOARD: WOOD BRACKET a G� REQUIRED ONLY ON (2 STORY HT) ROOF SUPPORT WALLS : AT TJI ENGINEERED FLR. JOISTS, BY WEYERHAEUSER, ILEVEL;USE TO BE SELECTED �— WHERE UPPER LEVEL STUDS ALIGN WITH LOWER LEVEL 5TU05: TIE MIN. I e-RIM BOARD (or EQUAL) EXCEPT AT PORCH 4 DEGK BY OWNER. 1723 STUDS TOGETHER w/ SIMPSON G920 STRAPS ® I6"o.c. USE MIN. NAILERS;USE (Y4' RIM BOARD. ALL INSTALLATION DETAILS MUST -7-8d NAILS, EACH END OF STRAP. (SEE STANDARD DETAILS, FOLLOW MFR. SPECIFICATIONS. USE 2-2x4 VERT. SQUASH BLOCKS DWG. 1). (PER J5T) UNDER ALL BEARING PARTITIONS $ POSTS. SILL/WALL TIES: OS REOV. ONLY AT WALLS SUPPORTING ROOF STRUCTURE : USE @&[0 ��d�o PROJECTS-1 23 SMOKE DETECTORS: A-S.DWG 51MP50N G520, 20 GAGE STEEL 5TRAP5 ® I6"o.c., GUT TO LENGTH INCLUDING GARBON MONOXIDE DETECTION: PROVIDE BOTH PROVIDE SOLID STUD A5 REQ'D. FOR 1-8d NAILS, EA. END. WRAP FROM UNDER AS PER CODE, TO BE HARD-WIRED AND INTERCONNECTED. BACKING AT BRACKET ANCHORED 51H 4 UP OUTSIDE FACE OF WALL, IN LINE w/ 5TUD5. (NOTE: ALL DEVICES, MAY NOT BE 5HOWN: VERIFY ALL LOCATION. TYP. (SEE DETAIL, DWG. 1) LOGATIONS, ON ALL LEVELS). PORGH GOLUMN: OPT: 10"x 10" PERMAGA5T, LOAD BEARING COLUMN [MIN. 3000 LB. CAPACITY] BY 141346 (OR EQUAL) AS SELECTED, VERIFY ALL OPTIONS. -OR- (3)2"x4" B.U. POST, BOXED TO 10"x 10",VERIFY ALL MATERIALS, TRIM, DETAILS, ETC. PROVIDE TIE-DOWN HARDWARE; TOP TO HDR. 4 BOTTOM TO PIER/ANCHOR BOLT AS REGIV. - INSTALL COLUMN/HARDWARE AS PER MFR. SPECS. ® T I G® ELE\A710N omaigu moo... 6 of 6