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HomeMy WebLinkAbout44893-Z � g1lEfOlKcoGy Town of Southold 2/26/2022 <� P.O.Box 1179 o _ i 53095 Main Rd ,y�j0t yao� � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42813 Date: 2/26/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 145 Greenfields Ln, Southold SCTM#: 473889 Sec/Block/Lot: 59.4-5.4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/6/2019 pursuant to which Building Permit No. 44893 dated 6/19/2020 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: single-family dwelling with three bedrooms(master bedroom has master bathroom and large walk-in closet), living room, dining room, kitchen, attached garage, large storage room next to garage, smaller storage room across from another bathroom, laundry room. covered front porch and unfinished attic as applied for. The certificate is issued to Falkowski,Carol of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-0237 11/18/2021 ELECTRICAL CERTIFICATE NO. 44893 7/13/2021 PLUMBERS CERTIFICATION DATED 7/13/2021 Robert O' n %N % u h 'z Q Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44893 Date: 6/19/2020 Permission is hereby granted to: Falkowski, Carol 48 Pacific Ave Deer Park, NY 11729 To: demolish (as per Town Code definition) and reconstruct a single-family dwelling as applied for per SCHD approval. At premises located at: 145 Greenfields Ln, Southold SCTM # 473889 Sec/Block/Lot# 59.-4-5.4 Pursuant to application dated 11/6/2019 and approved by the Building Inspector. To expire on 12/19/2021. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,374.80 CERTIFICATE OF OCCUPANCY $50.00 Total: $1,424.80 Bui in ector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY r or ink and submitted to the Building Department with the following: This application must be Filled in by typewrite A. For new building or new use: ith accurate location of all buildings, property lines, streets, and unusual naturalor 1. Final survey of property w topographic features. Health Dept. of water supply and sewerage-disposal (S-9 form)" 2. Final Approval from 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying multat the le residences and siin milar buildings and contains.less installlations,n 2/10 of olead- a certificate 5. Commercial building, industrial building, P of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. s and B. For existing buildings (prior to April 9, i95 co nem lines,streets building and unuses, or usual natural or topographic features. uses: 1. Accurate survey of property showing property features. to 2. A properly completed application and conlee Ieasons therefor in wriect signed by ting Certificate of Occupancy is ing tto the applicant. denied, the Building Inspector shall C. Fees to 1. Certificate of occupancy-New dwelling$50-00,$50�0 Additions dto accessory building$50.00,Businesses$50 00. Swimming pool$50.00,Accessory building 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$1151„00` I I Date. New Construction: Old or Pre-existing Building: (check one) ��� � _ Location of Property: 1+5 Street Hamlet House No. Owner or Owners of Property: Block Lot Suffolk County Tax Map No 1000, Section �,y0WD Subdivision 0� eru�F( l/� tiled ap. �” �� Lot: IT � Permit No. l Date of Permit. Applicant: Underwriters Approval: Health Dept_ Approval: Planning Board Approval: Final Certificate: (check one) Request for: Temporary Certificate LA) Fee Submitted: S '� G Applicant Signature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, (j'AA, L Fq �—k wskt residing at 70. �e E,-C— i (Print property owner's name) (Mailing Address) 1 74qdo hereby authorize :7TOC rc���—\k l5 Fc— (Agent) to apply on my behalf to the Southold Building Department. 0 o�- 6 9-01q (Owner's Signature) (Date) 0/4o L. F;q L-gows K• (Print Owner's Name) of so�lyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q sean.devlin@town.southold.ny.us Southold,NY 11971-0959 COMM BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Carol Falkowski Address: 145 Greenfields Ln city:Southold st: NY zip: 11971 Building Permit#: 44893 Section: 59 Block: 4 Lot: 5.4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Anything Electric License No: 5220ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 48 Ceiling Fixtures 8 Bath Exhaust Fan 2 Service 3 ph Hot Water GFCI Recpt 7 Wall Fixtures Smoke Detectors 3 Main Panel 200A A/C Condenser 1 Single Reept Recessed Fixtures 45 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceiling Fan 4 Combo Smoke/CO 1 Transfer Switch 200A Puck Lts 6 Dryer Recpt30A Emergency Fixtures Time Clocks Disconnect Switches 32 4'LED Exit Fixtures Pump Other Equipment: Fridge, Hood, Elec.Oven, DW, Micro, W/D, Reverse Osmosis, 40 Circuit Panel, 200A Transfer Switch Notes: One Story House w/ Unfinished Room Over Garage Inspector Signature: �`� Date: July 13, 2021 p 9 S.Devlin-Cert Electrical Compliance Form Town Hall Annex Tele hone(631)765-1802 54375 Main Road ��~� F;Iax 63-i)7�6 9 02 0111 P.O.Box 1179 V I S I Southold,NY 11971-0959 S E P 2021 BUILDING DEPARTMENT J ,,I . TOWN OF SO�i.THOLD i �Vt I=�L r CERTJF.LCAT10N Date:_ l3 �. Building Permit No. " 7 '�' F 3 Owner: 0 L �_ir�tt 1s 1.__..._..__ (Please print) Plumber: o tet?' 2 &.'Ilple (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ; n ( inbers Signature) f� Sworn to before me this `J day of , 20 J-1 Notary Public, SO F)�94. .--C linty MARY ANN PERLIN NOTARY PUBLIC,State of New York No.52.3063275 Qualified in Suffolk County Commission Expires Oct 31,..2©-2 1 ���a� �o�a0f SO//lfolo TOWN OF SOUTHOLD, BUILDING DEPT. 765-1802 INS "E C N [ FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ "] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] RE C/O REMARKS: ,o -To W4v.,,,m c� DATE d INSPECTOR OF SOUT�olo V # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: Za DATE I Z INSPECTOR wr . qj(� ho�aOF SOUIyO� * ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ OUNDATION-2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: .Q/ 0 DATE /® INSPECTOR qq��! �OF SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. courm,��'' 765-1802 INSPEC . ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION f ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARK : W DATE INSPECTOR 4kl OF SOUIyOIo -:�> t--(5- 6rev, � t,\ * # TOWN F SOUT40LD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: �11,�/ ✓ - DATE � INSPECTOR so H # # TOWN OF SOUTHOLD BUILDING DEPT. �`�rouwnr � 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION, [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: --KAIA-L,- ilk W1 D AI ok DATE INSPECTORS '' �aOE SOUTyo # # TOWN OF-SOUTHOLD BUILDING DEPT. `ycourm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION-21SID [ ],,,I SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS:REMARKS: l Vl (toxmh,8 ���CL cc D 6;r•v S/ b DATE [l ?SOY INSPECTOR P(631)650-6666 F (631) 650-6667 C (516);,658-Q325 TO e O ON TODD O'CONNELL www.tocarchitects.com A.R ` " ' T E `T P..`. todd@tocarchitects.com 7[�L_ Friday,January 15, 2021 l U SEP - 8 2021 l Town of Southold Building Department 53095 Main Road Southold. NY 11971 Re: The Falkowski residence 145 Greenfields Lane Southold, NY 11971 Permit#44893 ° To whom it may concern: Please be`advised that I have inspected the insulation installed at the above-referenced'site. The, insulation in-place meets (INSERT CODE) Please feel free to contact this•office with any questions or concerns you may have. Very truly yours, �` D"l p� CA Td'O'Confiell,AIA T o2-3 � 79355 TOC:ms .•� '-_._. `r'i,r rill'.:7''��G 1200 Veterans Memorial Highway,Suite 120 Hauppauge, NY 11788 .. '°'� t 1saJ FSS( ✓ixd�'i: � '� ,/`•� 1• P (631)650-6666 . F (631) 650-6667 C (516)658-0325 T O DD O'C O N N E L L www.tocarchitects.com " ` ` C. todd@tocarchitects.com Friday,,January 21, 2022 � �" FEB 0'7 2029 �� Town of Southold BUILDING DEPT. Building Department TOWi'a OF SOUTHOLD . 53095 Main Road Southold, NY. 11971 Re: The Fa.lkowski residence .145 Greenfields Lane. ' Southold, NY 11971 Permit#44893 To whom it may concern: Please be advised that I have inspected the insulation installed and'caulking at the above-referenced site. The insulation in place meets-the international residential'code,version 2015 and the 2017 uniform code supplement and 2016 supplement to the New York state energy conservation construction code. °Please feel free to contact this office with any questions or concerns you may have. :Verytr _ ����000 p coNN�``�j��� • 0, 315 T dd`O . rift, IJ TOC:cm v . II New York ECCC 2020 Performance Compliance Property Organization Inspection Status } ;:'l r,j ;U 145 Greenfields Lane Radiant Drpvall & Inst.Ilatic Confirmed by field test Southold, NY 11971 Darren Dannenberg l Model: Custom 6318792815 S E P - 8 2021 t 145 Greenfields Lane Builder Initial House Design Cobra Home 1;1T,P,,NG DEty`.�'. Improvements -roT.-.,, t Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $2,251 $2,179 Cooling $106 $82 Water Heating $606 $606 Mechanical Ventilation $29 $33 SubTotal-Used to determine compliance $2,992 $2,901 Lights &Appliances w/out Ventilation $963 $963 Onsite generation $0 $0 Total $3,954 $3,863 Requirements 405.3 Performance-based compliance passes by 3.0% R402.4.1.2 Air Leakage Testing Air sealin is 2. 7 ACH at 50 Pa.It must n t exceed 3.00 ACH at 50 Pa. R402.5 Area-weighted average fenestration SHGC ` R402.5 Area-weighted average fenestration U-Factor R404_1 Lighting Equipment Efficiency Mandatory Checklist Mandatory code requirements that are not checked by Ekotrope must be met. R403.6 Mechanical Ventilation Rate O R403.6.1 Mechanical Ventilation Efficacy O R405.2 Duct Insulation Design exceeds requirements for New York ECCC 2020 Performance compliance by 3%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on Climate Zone 4.If rating is Projected,I certify that the building design described herein Is consistent with the building plans, specifications, and other calculations submitted with the permit application. If rating is Confirmed, I certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Darren Dannenberg Signature: Organization: Radiant Drywall & Insulation Digitally signed: 7119121 at 8:58 AM Ekotrope RATER-Version 3.2.4.2711 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm.including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shovin on this report. .... -.- •,m s �� •r i L dh• T,e � 'a, � f f 1 y til � I r 7,r i - 44 SW •� �, y �r fF e j I I ,r T' R.� y`�i y r� �`, A .� ..�. �1 ' �` � _ r � � � 4�!d,. .�1- � �. E, � - -. '.:p: i ,'�..�^ FIELD INSPECTION REPORT ATE COMMENTS 10 (1AA FOUNDATION (1ST) ►- 17 FOUNDATION (2ND) tr! srv2W OV —� l o� Wy H ROUGH FRAMING& ( r S PLUMBING INSULATION PER N.Y. F�-3 STATE ENERGY CODE nb�l r� uw�•. $ �.vt. �S FINAL wt — „�, ADDTT NAL OM NTS I Z C O0 �b �y O z � x r� � x � d �b TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL �-$uard�fHealth SOUTHOLD, NY 11971 4 set of Building Plans TEL: (631) 765-1802 Xlianamg Board approval FAX: (631) 765-9502 ----•-Survey Southoldtownny.gov PERMIT NO. 4tgq-3 -Check 5tg6,-Form WWS D:E.C. T a stees C.O.Application F4@ed ermit Examined 20 -Single-&Separate Tr--uevv Identification Form 'Storni-Water Assessment Form Contact: Approved 20) / ,�( A 9'11R��+i �'�� _FA�V-0 Yy K- I ( Disapproved a/c L�rj rji L�2• �� �.� ft`j Phone:42.31" 1 U 7- 3 Expiration 20 Bukdnector APPLICATION FOR BUILDING PERMIT NOV e 6 2019 Date �.V . , 20 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'ainendments 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, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. __` . Signature o applic,ant or name,Jf a eorporaton) J+_5 60AO Vi (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises OaPwL L S i (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 41S' 9#ge_eAX1'e-Lbs- Lige ' -49.1H QLD House Number Street Hamlet r j� County Tax Map No. 1000 Section Block - . Lot J ° 1 4-1 SubdivisionI''/ (�1✓ /VI��� Filed Map No.�o'�{'(�J� Lot 2. State existing use and occupancy of premises and intended use and Occupancy of proposed construction: ; a. Existing use and occupancy b. Intended use and occupancy_�N� 3. Nature of work(check which applicable): New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost 4601000 J" Fee (To be paid on filing thisplication) 5. If dwelling, number of dwelling units Number of dwelling units on each floor (fA If garage, number of cars 6. ' If business,,commercial.or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing strictures, if any: Front ,5�• Rear J.�'• T Depth 50 FF Height 1q. Number of Stories Dimensions of same structure with alterations or additions: Front 8_. Rear Depth A 2 F1'- Height �Z3 •] r—:t Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories i 9. ` Size of lot: Front 2�"�.2� Rear A**7—& Depth 10. Date of Purchase UA. 15 9,ODAName of Former Owner 11. Zone or use district in which premises are situated —'+O 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO/Will excess fill be removed from premises?YES ✓ NO 14. Names of Owner of pr is.e 'P1,, ddrreess q-5 fit; F1R Phone No.(JA ' q07'5g(e Name of Architec a orbOANIkA Address 11,00 V Phone No (o 50—(AP(o(e Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) - being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)He is the Q W A-iz-� (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 1 day of Q 20_N3_ Notary Public MICHELLE SIMMONS S`igilatU� re off�pplicant--- Notary Public-State of New York NO.01516097359 Qualified in-544ffplk County, t; 'Ay Commission Expires Sep 15,20�3 ' Ott A. Russell �WANAWIENUEN�T�O I[�,A WA TIEIR� - SUPERVISOR T' DLD TOWN HAIL.-P.O.Boz 1179Road-SOUTHOLD,NEWYORK. 11971 Town of Southold \ i CHAPTER 236 - STORMW.A:TER MANAGEMENT WORK SHEET (TO BE COMPLETED BY THE APPLICANT) CT I VOLVE ANY OF THE FOILOWING- DOES TMS PROJE (CHECK ALL THAT APPLY) Yes No n[ A.*Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. E] 3. 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 100 feet of horizontal distance. El D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. oE6 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 wiIJ your Building Permit Application_ S.C.T.M. I000 Date. APPUG4NT: (Property Owner Desi Professlona Agent.Contractor.O er) Sq D let r �,(� P I N/ti�tE �_ `�`�� Section Block Lot --1/J If _P ES FOR BUILDING DEPAPTMENT USE ONLY ` Contact Informatlorx li ` - rt�krs�v„me•a Br. Reviewed ►� r / I — — — — — — — — — — — — — — — — Date Property Andres/Location of Constriction Work: Approved for processing Building Permit. _ — 1+5 6 L. Stormwater Management Control Plan Not Required. r�--���–' Stormv`ater Management Control Plan is Required. � (Forward to Engineering Department for Review.) FORM k SMCP-TOS MAY 2014 APPLICANT: S.C.T.M. �; IOOO g CHAPTER 236 (Property O%net Design Professional, gent,Contractor,Other) Stormwater Management Control Plan CHECK LIST NAME: aujSection Block Lot x S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. P-1P , ate: The applicant must provide a Complete Explanation and/or Reason for not providing o 4 all Information that has been Required by the following Checklist! 1. Site Plan drawn to scale Not Less that 60'to the inch MUST YE NO NA if You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. c. Existing-Natural & Man Made Features within 500 L.F. IE t7� A'Cf� 'FpV 1� 0 UP- T.-of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. Q 6E17n 61 W I G F3 Ir liq e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, (p driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. 1. Location of proposed Swimming Pool and discharge ring. 11 111 111 11iQAWIVOLQU46 00% I. Location of proposed Soil Stockpile Area(s). k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all Impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b, Construction Entrance & Site Access. C, Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc,) **** FOR ENGINEERING DEPARTMENT USE ONLY**** ❑ Additional Information is Required. ,,�eviewed & ! Stormwater Management Control Plan is Not Complete. ved By: Stormwater Management Control Plan is Complete. SMCP has been approved by the Engineering Department. f �IstTOS MAY 2014 UFFait ; ,;. .RUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD .. Town Hall Annex- 54375 Main Road - PO Box 1179 . o pEC 1 4 2020 Southold,New York 11971-0959 ` Telephone(631) 765-1802- FAX(631) 765-9502 .roger.richert0Dt6wn.southold.ny.us APPON FOR ELECTRICAL INSPECTION. REQUESTED BY: 2JL� f �d� f �� Date: `�, Z`' Company Name: ,� ,G2;..-J .. `i-e fi�'t G Name: 6 ' A-e-t License No.: Address: i-7i 4" -- ---- Phone-No.: JOB SITE INFORMATION: (Ali Information Required) Name: Address: r��lU e..1 S L. .,f�- S�� lC1 Cross Street: Phone No.: Bidg.Pennit#: y email: Tax Map District: 1000 Section: .Block: Lat:: BRIEF DESCRIPTION OF W K(Please Print Clearly) W.i•- I1/e_A'J Circle All That Apply: Is.job ready for inspection?: YES NO Rou Final D.o..you need.a..Ternp.Certificate?:. YES Issued On Temp Information: (All information require-) Service Size 'Z 1�101 Ph 3 Ph Size: 2- " A #Meters Old Meter# New Service Fre Reconnect-Flood Reconnect-Service Reconnected-Underground-Overhead #Underground Laterals 1. 2 H Frame Pole Work done on-.Service? Y Additional Information: --- PAYMENT DUE WITH APPLICATION'. (AJf H. AP 6 82-Request for ftmpection Formids IV� PERMIT# Address: Switches Outlets I� GFI's I I 1 9 . Surface� ' \ � tO f Sconces Ws UC Lts � 4 Fans Fridge HW • I ' Exhaust Oven �' � � Dryer Smokes DW Service Carbon Micro G nerator j C0.mlb �. Cooktop Transfer ACAH :. . . _ ...... .. . .. . Mini Special: 1 Comments: ? ' r v �cuFFO���oG Town Hall Annex ��•o y Telephone(631)765-1802 54375 Main Road o Fax(631)765-9502 P. O. Box 1179 N = Southold, NY 11971-0959 • BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: Owner: &K0 W S ► Location of Property: i�5� 6aelE,,2,fi'e—Lb-5 L --(q. , So(.iZ//oL�, Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) VFloor and roof framing (FR) r"Si9ntur_e:_ Name (person submitting this form):,. Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 t.'S1�y 7 1 �"'• ♦ � S f k.? t 1.a�x � �.S 4 y js. S et _ �i ,l. • • 1 � 1 a+ jt J-497 tAy va4� olax,� Cdz, j'L e v eke a.¢, , 0-,o �44�L��� . a eto _t" vom, to A&41 L� ' 1 Lj v 1 • ` 1 1 \n\ 1 .1 , dot 69 6 3, 2 � o O ' O " tsi N W Q O , 039°t p"g 0.68 \ Lot 1loll 8 5 F \'a C tp'ro G A i E ,w \ kl fs r R/ �► M p 0 'i _ - - ��,•� 244.29 {V /� left= it ARE e1:34,rr SURVEY FOR ; 'Ir,rt►r.>� (;trt?R@1''.r tU~, 'rtl'14 Di.PA'N6'IW.w,N 1 VITO RANDAZZO LOT 4 "MAP OFGREENFIELDS AT SOUTHOLD JULY 1 , 1981 i.. :1;'y ¢ 1;t c `, !i►T ,: ..r, ,,p DEC. 23, 1980 s, . t. ),� . ;I / AT SOUTHOLD DATE AUG. 28, 1980 1'i: . ,a•. ;v' " ; r TOWN OF SOUTHOLD SCALE I"z40' SUFFOLK COUNTY, NEW YORK NO. 80-405 lit r 4t7_if by I llis.) p.f ),'0 f3fit L2 ` ' *UNAUTHORIZED ALTERATION OR ADDITION TO THIS SJIRVE IS A VIOLATION Q�SECTION 7209 OF THE fir"�'e OF t ; ' NEW YaRK F4 G TATE EDUCATION LAW ? �„ dYt f.S U f' °)xt{)\t3 _COPIES OF THIS SURVEY NOT BEARING THE LAND r,t"• �;Ri;;tta{;s^ rI)dt� SURVEYOR`§ INKED SEAL OR EMBOSSED SEAL SHALL 3 NOT BEj CONSIDERED TO 6E A VALID TRUE COPY �j r :16)] V1 f71yt3 *(iUAAANTt.ES INDICATED HEREON SHALL RUN ONLY TO HEALTH DEPARTMENT-DATA FOR APPROVAL TO CONSTRUCT THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERN- If NEAREST WAT MAIN MI.t If SOURCE DF WATER' PRIVATE.-.._PUBLIC✓ MENTAL AJENCY AND LENDING INSTITUTION LISTED II SUFF CO, TAX MAP DIST- SECTION 059 OLOCK_4 LOT.$. _ HEREON,AND TO THE ASSIONFES OF THE LENDING *THERE ARE NO DWELLINGS WITHIN 100 FEET OF THIS PROPERTY INSTITUTION GUARANTEES ARE NOT TRANSFERABLE TO ADDIT10HAL INSTITUTIONS OR SUBSEQUENT OTHER THAN THOSE SHOWN HEREON OWNERS /.� Jt!{ / ��v� If THE WATER SUPPLY AND SEWAGE DISPOSAL SYSTEM FOR THIS RESIDENCE *DISTANCES SHOWN HEREON FROM PROPERTY LINES J R q+��i WILL CONFORM TO THE STANDARDS OF THE SUFFOLK COUNTY DEPARTMENT TOEXISTIND STRUCTURES ARE FOR A SPECIFIC OF HEALTH SERVICES PURPOSE AND ARE NOT TO BE USED TO ESTABLISH «►d, S'y?�� <`` APPLICANT, PROPERTY LINES OR FOR THE ERECTION OF FENCES �:x „/.<• ADDRESS TELYOUNG a v,UN�G RRI°ERS ADN NEW YORK E N%MONUMENT SUBDIVISION MAP FILED IN TNB OFFIOE OF TM CLERK OF SUFFOLK ALDtN W,YOUNG,PROFESSIONAL ENGINEER COUNTY ON NOV.10,1975 A$ FILE NO.$313. AND LAND SURVEYOR N YS LICENSE NO 12845 HOWARD W.YOUNG, LAND SURVEYOR if THE LOCAT04 OF WELL(W),SEPTIC TANK(OT)CI Ct"MOLS(CP)SHOWN HEREON N Y,S LICENSE NO 45093 ARE FROM FIELD OBSERVATIONS AND OR DATA OHTAINED FROM OTHERS TDY POST E0494 ,, is i. HDA AL CARBON MONO%IpE ALARMS AND • • �� LAR9011 MONO>ape DeRLTOR4 2021 SEP A�LLONFOAwN�H SEP - 8 9ecnoN nam oP]aa lrc(LAReoN . II II rroNo%IDe DeTrGnoH sr9TEMm roa I`.'°�S9S`tY IHRR-MIFEp ID ,—ENLDIN99. TODOOYONNELL AIA PIREFvMOKe AND aARBLW HO.NO%IDE OETELTORe MTI BATTERY 9ALgA A9 Pat NFPA V n ' � 'i I AND]019 INRRNATONµENLDINS r w[w+u¢'N ma 1 I 1 __ - LODe SEL.8911 ANO 8919 9NNL 9e P(vsles s ______-_ ' R5TNJ.®M DHELLINB LNIi9 '- n Ilesal6G5...�'i - s• _ �we AReA1IN - Tre BEDROOMS.WIE3@ A "d'B•! .5�_: �-BWtLNB 19 _ I i i � '•A - �I�N A BROOM OR HS I MONO%1DE pElPL11�rM 9iW-L 9e i 1 �m v roILN�%FDROOH. ����'`ro ! PISRFOWNEp M 9lRILT i i I iAno�M®i�ldm. i ! EDITION OF T@ NEL. 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U- C IB.ALL ENeI1RH+®LIJHIDBi rO BE EE -IWmRAIU SHALL Be pROVIp®OH AT GLApOEO Nm SEAL A91iErilIREO TO � - LTyEaST OtB SIDE OP EACH 9TNRWAY-TH PROTPLT ABAMST Tire MiNTI�i N N ORMORERISERS.TOPOPNOSELTOH891]. eNNRONMOlT z 9M/J.L NOT Be LESS TIAN s♦•ANNOT O NOT K HHIBtE RAFTERS Arm.1019T9 N10RE TISAV 9D'.ALL ReOIIREO HAHORAIU 89111 OIIA.IS.WARDS 91WJ.�PROVII�O IN 1'MP@ IHro OISER YbOD BGIb. VE W SHALL 9E LONnNATG M..-F4TL LENBIff ALLORDANLB M'M 9eanON9 851:.1 TINgA-M PROVIOG I]BASE GALVANTEO OP ll@ 9Tµ0.9 PROM DI ABOVC ore ]J.1. 91E£1--b T HANB839 A'm STRAPS TOP RI9Ht OP A PLIDNf TOr0 A A POM- AtO WXERE Hp. 6pM19 PRAIre 1�IIT�111 STAIRS a WARP NOTE. IFNELn.Y ABOVB llE LOWEST.--- R91]J.I YM3Te REWIRm.WARDS SHALL BE IMO OTHBt YmOO[RAH6,PROVIDE �+NTO (TO CONRLY HTH Null t 891]OP The]013 FLIGNr.EN09 SHALL F>e RENR. ON SHALL LOGATFDµ.0N9 OPEN-91C®HµKIHB -- l BAGe 6ALVANIZEp 91EP1. IF--'. reRMNAre M NEHEL POSTS OR SAFETY r AGES.INGIYpIN9 STARt9,RMP9 Am _ INr9W/•nONµ.Re91DENNTIAL LOOEI TERW NAL9.NANORAIL5 ADJALEM TO A WALL LANDIN69,THA ARE LOLAT®HORS TIUN 90 � r m 9M012 TYPE HANGER BOLlEO � Tls•OVGN ERAM9-ALL HANGERS, �I� SHALL HAVE A SPALe OP Nor LE59 THAN Iln• NL1R9 RTIL/J.I.Y TO T1re F1000. Om O Vl p -STµRWAY9 9NN1 NOT BE LESS 1HAH%• BEil�l TR Y14LL AHD THE HAlDRAIL. OR GRADE BF NW AT ANY POMT MTMN 96 —N91NwP�� 91stAP',ANGb(i9,ETC.SW W.BE Y 171 IN LLE/.A HIOM ABOVE 1Ne PERMITI® NMDRAILS SHALL NOf PRO.ELT MORE TITAN IOLIre9 NORI]DMALLY TO lsre EDGE OPThe =EENINNAWPALnlREO EK 91MPSON �J(N HEADROOM NES BFSOW T�NE4TIIR® • !Nae erR%Mx ]O.ANLL FLELrRIL TO REMAIN Atm `� V4'.Ib 11/1.ON ETlfftt SIDE OPTre 9TµRYtAY. PEN SIDE IH9eLT BLREEHING BIW.L NOr EE MODIFIED TO ALLOt4bDAre NBN W- LON91DEq®A9 A tHIARDSITW4NG9 ARE REOIIRID POR ANY WARD. -NIMNDI IRAOROOM IRI[:1rf TO BE b'-D• B98ALe 9O•ALbJe FIOON OR GRADE. w� ILON91R1LT��ELELTWGrI TO 9E NORi NIGX EFFICACY LA4P9 TO 0e - -MA%RI$eR SHALL NOT P(L®DV♦• EUARD9/ft/eLING9 SMALL NDf NAVE A BAP N9Tµ1ED. �, �� ELpELyrsNL TO B@ DEreRINIR IN 118 OP PASSAGE OP MORE THAN 4' �rsvr .ALL—I-To REM.NIN AIO -MIN TREAD 9FW-L NOT W LY9 THAN e• NOTE. -NOON PALL PROIELTON TO EE ® IF—TO ALLOtASODATE IAV T 4 Y m •game CONSTRDLTON TRY!R-N@MB TO T 3 -STAIR PPOFILe.H091NB9 SHALL NOT Be HAN�AD`wR®snOlm DETPLTOR9 TO Be ORALLDwNDOHS A9 PHi Q �tqt ♦p 9E IN9TAu IN!RW AODInON i i am THAN 9/1•NOR MORE THNi II/♦• PPOVIDED IN ALL EEDReONl3 A9 PER LOOC 891]7 Aa ra eecn 1m FINAL RN•61NB TO Fie DETERMIR -�y • cTxfoml✓gf NrtzW IN TIR PIFSD, xY ' x LOCKING CASTINO ` FINISHED GRADE FTO ORADE p; N 4-11 .. C)'C{.SNNELL h RChil TEC T P.C, 20"MIN. J MAKE DROP "T" TYP I GAL LEACH I NC POOL ACCESSIBLE TO 0"CONNELL,AIA FINISHED FOR MAINTENANCE sRADe 120OVeterans Memorial Highway MIN. 4" DIA. FSuite 120 APPROVED PIPE _ Hauppauge,NY 11788 PITCHED CONCRETE X P(631)650-6666 CavER i(631)650-6667 ouTLEI- Ir �M I N. 4 DIA. FLOW z APPROVED PIPE Z X C(516)658-0325 BAFFLE PITCHEDI " I' CoNCRE>: {• .. —� � S CHIMNEY � � ,•t'.tT"tl :, .�� _.. T O .x-:2 i INLET MIN.4'DIA. 4`, APPROVED PIPE � . PITCHED I. ec 0 El El SEPTIC TANK NOTES: 1. A MINIMUM OF 4 INCHES CONCRETE BOTTOM. 0 -` f 2. AN 8 FEET IN DIAMETER BY 6 FEET H I G H y APPROVED REINFORCED PRECAST CONCRETE i SOLID RING. 3. AN APPROVED REINFORCED PRECAST — — CONCRETE SOLID DOME OR MIN. 6 INCH THICK > i > SLAB. v 4. THE OUTLET AND INLET PIPES MUST BE v IL 0 Ld LOCATED WITHIN THE SOLID RING. Y 5. DROP T MUST BE PINNED OR OTHERW 1 SE — >/A — FIRML`r ATTACHED. �� IUN LEACHINO 6. LIQUID DEPTH MUST BE 5 FEET. l�/ SECT I ONS SLATE OR OTHER STOPPER OR a -o ll SUITABLE COVER END PLUG � 6'MIN.PENETRATION = sAArroNA ARSr IiD"6w,vEi 0 D z LI SOIL TESTING ACK FILL MATERIAL TO BE CLEAN SAND AND(RAVEL TEST HOLE 12/20/2019 A 4 LEACHING POOL NOTES: N o } I. PER PARAGRAPH 5-108-A-4 OF THE o.o' SEWER PIPE SUFFOLK COUNTY HEALTH DEPARTMENT STANDARDS, REMOVE AND REPLACE BROWN LOAM (OL) UNSUITABLE SOILS WITH SAND AND 1.0' 30° ELBOW GRAVEL FOR A DIAMETER OF S 1 X FEET BROWN CLAY (CL) GREATER THAN THE LEACHING POOL (5' 3.0' COLLAR), EXTEND I NO DOWN INTO A LU BROWN CLAYEY (SC) MINIMUM OF A 6' STRATA OF lJ.'er _ SAND ACCEPTABLE SAND AND GRAVELz z 60° WYE 2. PVC PIPE TO BE INSTALLED IN p -�W 5.0' ACCORDANCE WITH APPENDIX E OF THE — q)=I— CLEANOUT DETAIL FOR SUFFOLK COUNTY SANITARY GORE < BROWN FINE TO TO CO -S. P\/G PIPE CONFORM TO ASTM COARSE SAND,WITH (SW) AREAS NOT SUBJECT TO D-3034. PIPE TO HAVE SDR LU FINE TO COARSE VEHICULAR TRAFFIC. GRAVEL CLASSIFICATION OF 55 LL — Z� 12.0' W t 0 PALE BROWN FINE CLEAN-OUT DETAIL. 0 �� I- oTO COARSE SAND, (SW) 10% FINE TO COARSE GRAVEL,SOME COBBLE OL —I 20.0' IL NO WATER ENCOUNTERED LU m m cr O z go IL z ' LU O0 < p i -F - L t7oLcc�Nr�EC. I I { aaC HI ; eer P. . - L'_ _ TODD O'CONNELL,, 1200Veterans Memorial Highway ------------I— ----- � / ---�I II I Suite 120 Hauppauge,NY 11788 P(631)650-6666 ! I / ------ %� / --------- - �--____-- F 631 650 66? 1 IIF------------ -------------------- -----I!r I ; (516)658 (}325 VWIINN15HHED I UNPINISH)=D ~. s ATTIC I ATTIC I I �L,_ JY.. _ .... ... ......... I L -jL— I I � I I ) d I ---� - -T ¢ - ! ' I ( �. _ r _ -_ - - --- - - — I IL ---1_T_ I IrIf f 3 - i, i if LL',,I SECOND FLOOR PLAN SCALE: 1/5" = P—O" II II II II II II II II II II II II II II II II II a II II II II II II II II u 11 II II fl II II II II II II II . ii ii ii ii Q O II II II II II II 11 II LAUNDRY LSM PROP. # DINING L—J I •r MASTER I I I I I I I I ROOMI I J BEDROOM LLLI_IJ�J REV. ��\ �,I 1 ----------- -- -- -- STORAGE bn t 1 tu II I I I / \ It I Rood I I I I/ \1 Z A W � Q GA ( I I I nonoxo, t n— _ 5TORAGE v • � JUQ� W - STORAGE Rev. Q 7:A 0 t �lu `() r �irc JG G c for'.,,vvwroljll� J ',-lr 'Jrs r�ri ———tz: O AUG fJG 1- -�;4-t iG�r�Jr f• r f; f iC' -'`�C '�C' �r�,t Z f Jt`h`, C� r- f�t`si:JG,tr Ii- f t t_' lT IU d»� m��,f'ti��_`�;��J`�, t1� '�l� v� J rs v.;-r',� _ v �.. . firs f�G' G"�� �� �,r ',��r �]r 1 - .timet% �r�" �_ 1 Z • 5EOOI `�DLOOR PLAN `t 1 T < ) lu SCALE: I/5" = I'—O" ec-f�'u y < -YJl"s , �>���i,•� ra�JG �r' r�,'-� C�c �N, JG �a ori-� Nl� i L FOt.14 Cod%,:Y{"C;Y-,QTWNT OF WEALIH SERY?CF-'5 , Drlm � H.S.Ref.No. Tim ft", btr-'Orli It fft wvva c vr"- ar fs ---� 1J FINAL SURVEY 1 Krrrrior, P.E., Chirf 7-28-2021 050 FILE NO. 54097 SURVEYED FOR:CAROL FALKOWSKI LOCATED AT:SOUTHOLD,T/O SOUTHOLD, SUFF.CO.N.Y. LOT:4 MAP OF:"GREENFIELD AT SOUTHOLD" \ FILED: 11/10/1975 MAP# 6313 SCALE 1"=30' S.C.T.M.1000-59-4-5.4 NOTF. ELEVATIONS IN NAVBB DATUM \ Nue '�y 6 Ay° Vol Zp,v �P,E9L \ Y '11 $ \\ �i e P, ..nn '1 ol sl PY ',, �,1a TESTING LI SOIL \ c ,°1 `� GRE11 D TF5IHOLE \ BROWNLOAMIDLI LMOYIN cUV(Ct I �nyt1C 31 W. ,1 ffFIYXCOIMiv�4hHTAlENi DF t[KIX SERVICES OWN BRCLAYEY(m t OWOR"FOR -- SAND �°t AWft AStN(iIE FAMILY RESK1E11C£ _ —, sv p°,o NDV i D 2021 N.sR.r �'�('•c�,� BROWN FINE.TO iyM4�tld atlatll OdYtl 1'M 0�1 ' tr'c IF E SANTODWTH(S\V) , Yp�dltabO Mtti yaM tldwliY yrlyy,FOR A GRAVEL S^ �(� FINALSURVEY 12 e' fro'T Kn�rpi r,y.L,Chirl 7.28-2021 . PALE BROWN pNF1 O"�. G_'I.'.l:tr::V.:irf A1,tr��rrtrnl 1OX F1 11 IOSGU�HSL� GRAVEL'..CDOO:E FILE NO.54097 xv NO WATER ENCOUNTERED WILLIAM R.SIMMONS 81 LS.P.C. 128 CARLETON AVE EAST ISLIP.N Y-11730 PN 1671 SE1IQAA FA t,Et-1fV1 n�6 ' 1,A P REScheck Software Version 4.6.5 Compliance Certificate Project FALKOWSKI RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 145 GREENFIELDS LANE CAROL FALKOWSKI TODD O'CONNELL SOUTHOLD, NY 11971 145 GREENFIELDS LANE TOC ARCHITECTS SOUTHOLD, NY 11971 1200 VETERANS MEMORIAL HWY SUITE 120 HAUPPAUGE, NY 11788 Compliance: 5.7%Better Than Code Maximum UA: 1308 Your UA: 1233 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 Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,300 30.0 0.0 0.035 81 Ceiling 2: Cathedral Ceiling 500 30.0 0.0 0.034 17 Wall 1:Wood Frame, 16"o.c. 2,224 21.0 2.5 0.049 88 Window 1:Wood Frame:Double Pane with Low-E 240 0.280 67 SHGC: 0.28 Door 1: Solid 150 0.500 75 Door 2: Glass 40 0.300 12 SHGC: 0.30 Floor 1:Slab-On-Grade:Heated 1,272 10.0 0.702 893 Insulation depth: 3.0' 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 be n-de ' to meet the 2015 IEC, re ire ents in REScheck Version 4.6.5 d to cgmply z x atory requirements Ii , y Sche spection Checklist. 0 oon Name-Title Si a �l� �A e Project Notes: e! ADDITION OF Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 1 of 9 n ` r REScheck Software Version 4.6.5 ' Inspection Checklist Energy Code: 2015 IECC r Requirements: 100.0% 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 Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the ❑Not Observable v ;building envelope.Thermal envelope represented on ❑Not Applicable I construction documents. 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.21 '(documentation demonstrate ❑Does Not 403.7 energy code compliance for ❑Not Observable [PR311 ;lighting and mechanical systems. ; Systems serving multiple ❑Not Applicable 00 1 dwelling units must demonstrate compliance with the IECC ; !Commercial Provisions. ; 302.1, Heating and cooling equipment is; Heating: Heating: ;❑Complies ;Requirement will be met. 403:7 sized per ACCA Manual S based ; Btu/hr Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Coo Manual j or other methods ; Btu/hr—g: Btu/hrling: ;❑Not Observable approved by the code official. ;❑Not Applicable i a Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 2 of 9 Section p Pla Value fied Field/Verified P P 'U & Re ID Foundation Ins ection Com lies. Comments/Assum tions 402.1.2 ISlab edge insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies [FO1]1 F ❑ Unheated ;❑ Unheated ;❑Does Not table for values. 0 ❑ Heated ❑ Heated ;❑Not Observable ❑Not Applicable 402.1.2 {Slab edge insulation ft ft ;❑Complies ;See the Envelope Assemblies [F0311 ;depth/length. :❑Does Not ;table for values. ❑Not Observable ;❑Not Applicable 303.2.1 A protective covering is installed ; ❑Complies ;Requirement will be met. [F011]2 to protect exposed exterior []Does Not insulation and extends a '' minimum of 6 in. below grade. ❑Not Observable ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies ;Requirement will be met. [F012]2 controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 3 of 9 Section Plans Verified Field Verified Framing/ Rough-in Inspection Value Value Complies? Comments/Assumptions, &,Req.ID 402.1.1, 1 Door U-factor. U- ; U- ;❑Complies :See the Envelope Assemblies 402.3.4 i ;❑Does Not table for values. [FR111 ;❑Not Observable QD i ❑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 i ; ;❑Not Observable [FR2]1 :❑Not Applicable F 303.1.3 i U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 'are determined in accordance ❑Does Not U !with the NFRC test procedure or ❑Not Observable ;taken from the default table. ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1installed per manufacturer's - ❑Does Not instructions. [:]Not Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ; ❑Complies ;Requirement will be met. [FR20]1 its 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 i limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies !Requirement will be met. [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 :Requirement will be met. [FR12]1 i insulated >= R-8 where duct is ❑Does Not i>= 3 inches in diameter and >= v ;R-6 where< 3 inches. Supply and ❑Not Observable ; i return ducts in other portions of ❑Not Applicable ithe building insulated >= R-6 for diameter>= 3 inches and R-4.2 ifor< 3 inches in diameter. 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 i ducts or plenums. a❑Does Not M j []Not Observable IE]Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies ;Requirement will be met. [FR17]2 above 105 °F or chilled fluids i 1 ❑Does Not below 55 °F are insulated to >_R- io; 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 i Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 i piping. ❑Does Not 00 ❑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 bNot Observable i ❑Not Applicable 403,6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR1912 installed on all outdoor air _ ❑Does Not `intakes and exhausts. f ❑Not Observable `{ ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 4 of 9 Additional Comments/Assumptions: 11 High Impact(Tier 1) 2.. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 5 of 9 r ' Section Plans Verified Field Verified Insulation Inspection Value Value Complies? Comments/Assumptions & Req.113 303.1 All installed insulation is labelede ❑Complies :Requirement will be met. [IN13]2 or the installed R-values Y ❑Does Not provided. ❑Not Observable ` ❑Not Applicable 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 E] Wood ;❑ Wood ;❑Does Not table for values. 402.2.6 !wall insulation on the wall ;E] mass ❑ Mass ❑Not Observable [IN3]1 'exterior,the exterior insulation v !requirement applies (FR10). ❑ Steel ; E] Steel ❑Not Applicable 303.2 I 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 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 6 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, [Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, F ❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, I E] Steel E] Steel ;phot Observable 402.2.6 ( [Fill' I ;❑Not Applicable I 303.1.1.1, :Ceiling insulation installed per ❑Complies :Requirement will be met. 303. manufacturer's instructions. [F112]12 Blown insulation marked every ❑Does Not j 300 ft2. ❑Not Observable ; ❑Not Applicable 402'.2.3 Vented attics with air permeable ❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- R- ;❑Complies ;Requirement will be met. [FI3]' i insulation >_R-value of the :❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = ;❑Complies :Requirement will be met. [FI17]' 'ach in Climate Zones 1-2, and ❑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 :Requirement will be met. [FI4]' !cfm/100 ft2 across the system or ft2 ft2 ❑Does Not I<=3 cfm/100 ft2 without air I handler @ 25 Pa. For rough-in ;❑Not Observable tests,verification may need to �❑Not Applicable 1 loccur during Framing Inspection. ; 403.3.3 ,Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]' i determine air leakage with ft2 ft2 T❑Does Not either: Rough-in test:Total ; l ❑Not Observable leakage measured with a I pressure differential of 0.1 inch ; :❑Not Applicable {w.g. across the-system including l l l the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a l l pressure differential of 0.1 inch ; Iw.g. across the entire system including the manufacturer's air ;handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Exception: Requirement is [FI24]' !by manufacturer at<=2%of ❑Does Not :not applicable. I design air flow. ❑Not Observable ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;Requirement will be met. [F19]2 installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable ; code specifications. ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies ;Exception: Requirement is [FI1012 on heat pumps. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [FI11]2 I systems have automatic or ❑Does Not accessible manual controls. l • ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 1,2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 7 of 9 r ' Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assurnptions & Req.ID 403.6.1.1 All mechanical ventilation system .,. : ❑Complies ;Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not j HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. 4'03:5.1.1 Heated water circulation systems ❑Complies ,Exception: Requirement is [F[28]2 have a circulation pump.The -]Does Not not applicable. 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 ;Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 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 ;Water distribution systems that ❑Complies ;Exception: Requirement is [FI30]2 `. have recirculation pumps that _ ❑Does Not 1 not applicable. S 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 ; that manage operation of the I pump and limit the temperature of the water entering the cold 'water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI3112 tested in accordance with CSA ❑Does Not not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable j individual units connected to one or two showers. Potable water- side pressure loss of drain water ° I heat recovery units < 2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent ❑Complies :Requirement will be met. [FI611 !fixtures or 75%of permanent ❑Does Not !fixtures have high efficacy lamps . ❑Not Observable Does not apply to low-voltage ;lighting. ❑Not Applicable 404.1.1 'Fuel gas lighting systems have ❑Complies ;Exception: Requirement is [FI23]3 no continuous pilot light. ❑Does Not ;not applicable. (Q� ❑Not Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3'1 Low Impact(Tier3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 8 of 9 Section Plans Verified Field verified # Final Inspection Provisions Complies? Comments/Assumptions & Req.ID Value` Value r 401.3 Compliance certificate posted. t ❑Complies ;Requirement will be met. [FI7la ❑Does Not r / ❑Not Observable � ❑Not Applicable 303.3 1 Manufacturer manuals for ❑Complies :Requirement will be met. [FI18]3 mechanical and water heating 5 []Does Not systems have been provided. I ❑Not Observable ; 1 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) �2. Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: FALKOWSKI RESIDENCE Report date: 11/06/19 Data filename: 0:\PROJECTS2019\Falkowski\Dwg\falkowski.rck Page 9 of 9 \ Q 2015 IECC Energy Efficiency Certificate Insulation Rating R-V alue Above-Grade Wall 23.50 Below-Grade Wall 0.00 Floor 10.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.28 0.28 Door 0.50 0.30 CoolingHeating& Heating System: Cooling System: Water Heater• Name: Date• Comments - | ^ U 26 ................... . ................ 00 U111717"I T 0 D D c NN!-LL L C TODD O'CONNELL,AIA 1200 Veterans Mpmorial Highway --------- Suite 120 � N68°3911011E ------ Hmippitigo,NY 11789 P(631)650-6666 F(631)6SO-6667 C(516)658-0325 ui W Alft C) eft Lo c-A ft* ftft IJ o ftft " *soft ftft *I* In DW1 NEW ROOF OVER EXISTING 1 STORY < WOOD PERGOLA 64 1 PAVER PATIO (1529 SQ. FT.) 14 .2 Uj ......................... 41.8 ....... ........... ................... ....................... .... .. ..... .................... ..... ...................... ..... .......................�I I .................................................. ...... ..... ....... . . ..... .. ................... ..... . .. .... y .... ...................... .............. ........... .. ................. . .. ...... ......................................................... .......... .. .... ..... .......... ...... . ........ .. . .. .. . .... ....... . ..... AREA OF .................. .................. . .......... ....... .... ..... .... .. ....... . .. ................. .............. EXCAVATINO TO ul ...................................................... ALLOW FOR < z 1,3 ,'v T, ....... ... ... . .. ....... 1 STORY FRAME RES' '..,.*,..*.,..,.*..,.,.,.,.,..,.. .................... 1 STORY ADDITION . . ............ co 1 STOR ADDITION 0 U) "I 6_1 ...... ... .. ........... NO. 145 .... ...... ................... z ....... . ... ... '657 dQ. FT.) ... ...... (615 FT.) ............... ........ ........ .............I I................. ................... ..... ..... .............. . ol�Ik-J' ly I--T��z ci Uj 11ARItA OF . . ... ......... .. . ........................ ................. ....... .. .. ...... ........ .. ......... <,) __� "ARE� OF .............. ....... ........ EXC ATING ...... 7-,3 zo,5:T 6!1- U . ........... EXC LU -.'. ..' 0 u-7 C=! ...... .......... 24.6 .... ........ 4.25 E K�pv,T ..... I-W x 113< ................ ................. ,�< 6 Z �,o q'i'o-To Q ..... ....... ..... .. ....... ...... <v T q'K LU Ej ...... ...................................... ......... ............. M .. ..................... ... PAVER WALK..... ... ... ... ...... ...... .......I I ................ ..... .. ....... ............ EXISTING HOUSE: 1529 SQ.FT. ............I........ ............... COVEREDPORCH ..... . ...... . .. ........ PROPOSED ADDITION: 1272 SQ.FT. o Q . ............ .. ............................ (141 SQ. FT.) ..............- ........... "AREA OF PROPOSED GRAVEL . . ........... DW2li....... ........ ...... .................... . ................. DRIVEWAY ADDITION. EXCAVATING CLEARING TO CONSIST-OF REMOVAL OF ALL ... .......... ............. (750 SQ. FT.) SHRUBS AND DEBRIS TO ALLOW FOR NEW ........................ . ............ . ...... ....... U) > 100, C) .. .. . . ......... QN) CONSTRUCTION. . .. ................ . ........ Ck 0 ............ Z: z LINE OF HAY BAIL !� 11-_ 0 0 to 0 tu X 13 CLEARING LIMITS 001 AND/OR SILT FENCING. 0 ck LU z (111875 SQ. FT.) < LOT AREA: 41 ,842.75 SQ. FT. ul CD 0.96 ACRES o L0 0 i� DSO .............. L... . ............ - ------ . ............ . ....... . .......... 244.29 lu LH .............. . ............. Z Co IRA7W . .................. — ------ 50' MIN. FUT-�HF-iClPjT T- KEEP 4 TOO rMCAL AT I$'-o-MAX c to C. IFDWR�T ON SI-E FAVW AFRE" LANE FLOW lu ,a.mf7GREENFIELDSE FINIS�W OFRAM 11W ��Ay PAII AND/Op S71 011'00 24"A)�HOLE PLOT PLAN 55 C�p MN. JU 50ALE: 1" 10'-0" S < 4" VERTICAL SLOPE PR`�IrNr=LL CALCULATION5 LU FACE z z_ lmxr PIPE 4 0 -7:n PURE FABRIC FOR TCrAl-NTmolt LL coNCRere AFMA OP HALL PERSPECTIVE VIEWcF PKAWN66 BEDDING DETAIL VMINFORC*�, oll"Ell'oNes FIER PH-1 ROOF AREA I; RUNOFF FACTOR-1.O NNIMUM AREA OF eIRdAk4'Ml%EWIAL K MAX, 1401 SO.FT. x :2 mwowcmn on In MIN. ANGLE FIRST STAKE TOWARD 36" MINIMUM 2 x 2 :255.5 OU FT \ZO.SlWr.ENTRANCE- OF.1 ACTED Klr imA.In.n. 12 PREVIOUSLY LAID BALE. FENCEPOST 3/4 STONE BLEND OR NY.STATE DO—TT APPROM 0 R-C A. :< FILL'MIr(MIrI.)ABOVE EXISTING rRADEE FOR DRANAGE. USE VIP x V DEEP DRAIN RING 255.44 CUPT. FLOW WOVEN WIRE FENCE MAX (6 x 6 - 10/10 WWF) 0 C3 CM C=l M-1 r-1 r__l = r-1 C300 2E PLAN VIEW 13 Cl CM C-1 C-1 r---1 E-3 r--1 = E=3 C:3 00 -2 ROOF AREA 2: RUNOFF FACTOR=1.0 FILTER CLOTH 04 130 C3 C-3 = r---1 1400 SQ.FT. X 2" r___I r--n r-1 C=)0 a A 255.5 OU FT 9 • 13000 = 17-1 r--1 r---1 r-1 =1 =1 0 13 12 130 C3 r---I r----1 r---1 C-1 C3 0 • BOUND HAY BALES EMBED FILTER CLOTH USE &0 x 6' DEEP DRAIN RING :25�3.44 OU.FT. PLACED ON CONTOUR MIN. 6" INTO GROUND F ° A D EMC30 z I= r____I r___l 4 DONSTRU"ON ENTlZAINCE FOUNDATION OF COMPACTED 3/41 STONE BLEND OFR N.Y.STATE DO.T.APPROVED R.C.A. c 2 RE-BARS: STEEL PICKETS OR FILL TOW MK)ABOWE EXISTING GRADE FOR DRAINAGE NOTES: HAY I a m, E MI 1 IENcllil 2*'x 2"STAKES 1.5'to 2' IN GROUND. NOTE: • 1. BOTTOM OF DRYPA4ELL MUST BE A MINIMUM OF 2 DRIVE STAKES FLUSH WITH TOP OF MAXIMUM DRAINAGE AREA (I LU AL CROSS SECTION HAY BALES. 112 ACRE 1 100 LINEAR FEET WATER ELEVATION. �)- m ABOVE AVERAGE IS ; ANCHORING DETAIL YL 7, Tyrp. :2. BOTTOM Of�' DR"rNELL TO HAVE MINIMUM 6 T 7- SECTION DETAIL T TEMPORARY CONSTRUCTION ENTRANCE < PENETRATION INTO RATEABLE MATERIAL. STRAW BALE DIKE DETAILS T < 0 tL z 5. VR%rHELLS MUST HAVE A MINIMUM OF 5' OF SCALE:NTS SILT FENCE DETAILS SCALE.ltllS ILI SCALE:NTS PERM IABLE MATERIAL AROUND THE STRUCTURE. IA JA A -7 (< P4 N L E S T _ZT71 TODD O'CONNELL,AIA 1200 k/eterans Memorial Highway Suite 120 Hal ippi Lig(-,,NY 11 iM P(631)650-6666 F(631)65"667 C(516)658-0325 % 88'-834 E r) ol 1.2 2 Ln m w — — — --- — ——_ - - - - < 20"x10" POURED CONCRETE x rut FOOTING 0,500 PSI MIN) TO REST VY ON UNVISTURBEM:? VIR51N SOIL (5' th DEEP MIN);W(2) #4 IFEBAR, 2"X411Two-T OL�-m rL KEYWAY ,OUTSIDE WALL D- 10 TIE NEW FOUNDATION TO KATEIRPROOPIN6 MEMBRANE AND EXISTING K/ *4 REBAR. 0 24" EX �?' 2" RIG;IV BOARD INSULATION. LUXLU <(� =p 2; IL O.G. VERTICAL;MINIMUM 01 a,- FIN NEW SLAB TO oRovr FILL SOLID (TYPICAL)A r— POURED comc-REIr- w cl 20WW "xlO" POURED rdONCRETE EXISTING FOUNDATION WALL M500 PSI 74 POUNVATION. FOOTING (5,soo Psi MIN) To REST MIN) 0, ON UNDISTURBED VIRSIN SOIL (51 1: W DEEP MIN); K/(2) 04 REBAR, 2"x4" KEYWAY PUTSIDE HALL WATERPROOFING MEMBRANE AND HAUNCH SLAB UNDER LOAD 5 2" RIC71D BOARD INSULATION. PROPOSED HAUNCH SLAB UNDER LOAD BEARINC, BEARING WALL ABOVE. g?" POURED CONCRETELL --Pqd;u O 02LU 0 IW - -1 FL DE tn'o Ul- FOUNDATION HALL (5,500 PSI F < MIN) Lo >ky'c�-p2bw� -1 LL IN 2 9�'":rl R- EXISTING SLAB ON 6RADE A cj Z< D-0 113 0 F: %3 lu < 4" POURED CONCRETE SLAB y (3,500 PSI MIN) K/ 6x6 kocm- AND VAPOR BARRIER OVER 4" DEEP COMPACTED GRAVEL. PROVIDE EXPANSION JOINTS AT HALL. 24"x24"xI2" POURED INC? TIE NEWFOUNDATION TO ABOVE POICONCRETE PO LOAD.UNDER PROPOSED HAUNCH SLAB UNDER up I 1 Q EXISTING )AV #4 FRE13AR a 24" LOAD BEARING HALL ABOVE. O.G. VERTICAL, MINIMUM OF 2; -7 GROUT FILL SOLID (TYPICAL) -:J IL 1 110 LU U.- 4" POURED CONCRETE 5LAS M'soo PSI m1w w 6X6 Pq.v4.M. e�A -7 < AND VAPOR-BARFI ER OVER 4" DEEP COMPACTED 4" POURED CONCRETE SLAB TIE NEW FOUNDATION TO GRAVEL. PROVIDE EX15TIN6 W 04 RB5AR. 0 24" (3,500 PSI MIN) KI 6x6H.H.M. EXPANSION JOINTS AT::KA". O.G. VERTICAL, MINIMUM OF 2, AND VAPOR BARRIER OVER lu &ROUT FILL SOLID (TYPICAL) 4" DEEP COMPACTED z 0 GRAVEL. PROVIDE I w x 0 PIN NEW SLAB TO EXPANSION JOINTS AT WALL. ck LU z EXISTING FOUNDATION. —J d) U) A� lu \ t I r2l-1 14-b 5-D O �� — Q JU < D-( 1) -L-L WALL KEY LH z 0) LH (< EX15T TO DE REMOVED EX15T TO REMAIN NEW V4000 FRAME CNST NEW POURED CONCRETE FOUNDATION FLOOR PLAN SCALE. 1/4" = V-0" 4"x4" P05T UNLF-55 OTHE"15E NOTED 13 HOLD DOWN A5 NOTED HARD WIRED SMOKE OO DETECTOR K/ BATTERY BACK-UP ILI 50 CFM FAVI TO EXTERIOR HARD WIRED' CARBON MONOXIDE DETECTOR K/ BATTERY BACK-UP < < MIN 1.2" A.F.F. A5 PER 5ECT. 1.225.2 IL z IRC CODE DENOTES ECRE55 WINDOW < 7 ok GENERAL NOTES Q � rill. ------------_--____- I. CARBON MONOXIDE ALARMS AND �_ i+ I 1 CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN BUILDINGSA5 REG2UIRED IN ACCORDANCE WITHSECTION Io"v,! t C.NIF: L ON kRC -i TQC' ?MONOXDEI DEECION SY5EMS)BFOR I I II II I I 1 I RESIDENTIAL BUILDINGS . I I I I INTER-WIRED FIRE/SMOKE AND T®13C?i3'tC} IVFLI ° ` I I I I CARBON MONOXIDE DETECTORS WITH :200 Veterans Memorial Highway I I I I BATTERY BACKUP A5 PER NFPA 72 Suite lea I AND 2015 INTERNATIONAL BUILDING Hakippitigo,Nle`11 7,98 ❑I I I CODE SEG. 8314 AND 8315 SHALL BE p(631)650-6666 88'-83/4" INSTALLED IN DWELLING UNIT5 I I I I F(631)650-6667 I I I I _________________ OUTSIDE OF EAGH 5EPARATE C(516)658-035 F 1ffI 3 rr SLEEPING AREA IN THE VICINITY OF .„"r., 20-b I I I I a THE BEDROOMS. WHERE A 3, �. --- ---- Toy FUEL-BURNING APPLIANCE 15 I I I I rw LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON l MONOXIDE DETECTION SHALL BE 1❑1 I I i i i i j ��,..••-.. s INSTALLED WITHIN THE BEDROOM. I I I I I I I 2. ALL ELECTRIC WORK SHALL I I I I I I I EXI5TIN6 PER60L.A TO I I I I BE PERFORMED IN STRICT (' ACGORDANGE WITH THE I I BE REMOVED. PATCH i PATIO AS REQUIRED. I I I I LATEST EDITION OF THE N.E.G. II II II II I I I I 3. FINISH FLOOR A5 SELECTED BY ' ?' I I I I I I NEW EXTERIOR WALLS CONSTRUCTION —2" X 6” OWNER. I I I I 11 WOOD STUDS 0 Ib O.G. PROVIDE R-21 KRAFT I I I I NEW WALL EXTENSION TO MATCH FACED BATT INSULATION AND 1/2" INTERIOR 4. FINISH CEILING AS SELECTED BY I I I I I I 11 6YP. BD. (StE SPECIFICATION AND NOTES) 1 I I I EXISTING ADJACENT WALL OWNER. AND 1/2" EXTERIOR PLYWOOD SHEATHING, AIR I I EXISTING 1 I I I I PROVIDER-15CONSTRUCTION. V.I.F. INFILTRATION BARRIER AND 51DIN6 A5 5HOWN I I I I REPLACE IN PROVIDE R-I5 BATT INSULATION 5. ALL CONDITIONS AND DIMENSIONS I I I I KIND WITH WITH Y2" R1610 BOARD ON ELEVATIONS. PROVIDE Yz" RIGID 11) I I I I TEMPERED INSULATION. INSULATION BOARD BEHIND BRICK VENEER A5 TO BE VERIFIED IN FIELD BY THE INSTALLED PER MANUFACTURER'S WRITTEN GENERAL GONTRAGTOR AND w I I REPLACE I1h11KIND 6LA55 N EXISTING OIL _ _ SPECIFICATIONS. - ------ REPORT ANY DISGREPANGIES TO TANK TO REMAIN. REV.: z_ ARCHITECT PRIOR TO START OR Uj O PROVIDE �' EXISTING -== NDH5046 � PROTECTION �'L' N - , - o - i { a I I GONTINUATIONI OF WORK DURING W EXISTIN — I III I) 2 xb I I 4 GONSTRIJGTION. L & DRY — I I II' _ii � 6. AS PER 2015 I.R.C. SEG. R310 �- v I = EACH HABITABLE ROOM SHALL HAVE A ROOM J j j � � � m AT LEAST ONE OPERABLE WINDOW I �\� NEW PLUM5IN6 1 FOR EMERCEt�1GY EGRESS WITH A O -�lA', ��I I PROP FIXTURES A5 I I m MINIMUM CLEAR OPENING OF 5.7 50.SELECTEZ a SKYLIGHT'S TO BE INSTALLED BATH. °° oD BY i i FT. (GRADE FLOOR OPENINGS SHALL F EXISTI PER MANUFACTURER'S Y>=LUX I I - _� I I = HAVE A MINIMUM CLEAR OPENING OF i ,� o MECHANIC WRITTEN SPECIFICATIONS. I LIst+T A5 O O \ I I GENTERLI 5.0 Sa. FT.). 'THE MIN. HT. OF Q P T o,� v w HITH BE UPDATED AS REV �ELEGTEDI ["frZI6HX; 1 I I BEDROOM OPENINGS TOS BE 24" AND MINIMUM !� WOI�ING IL - J - 5 PROPOSED: m WIDTH TO BE �0" AND THE BOTTOM o W 3X6 I REV.: II O SKYLI&HT5 TO BE INSTALLED I I MASTER ° H.M.S.G. ROOM 1 I I OF OPENINGS NO HIGHER THAN 3'-8" wNo �� o I PER MANUFACTURERS hl� BEpROOM A.F.F. �z � IIITGH N ;; zwV Qz m 14 I FLOOR:HARDWOOD I J WRITTEN SPL-GIFIGATIONS. 1 w w 7. ALL FRAMIMIG SHALL COMPLY a iQ I I I I I I I III FLOOR:HARDWOOD I I WALLS: PAINTED I II REQ/•: I II I WALLS: PAINTED � WITH THE 2015'> INTERNATIONAL _ a� _ BST �\ / ��� I -� RESIDENTIAL E3UILDING GODS . QZ� �Z v �om� I r 1 • O• I I _ \ 5. ALL I NTERICOR DOORS SHALL * d-g v �, owo OPEN GUARD5 SHALL HAVE LINE OF CATHEDRAL GEILIN6. 1 °° I ` -N w V BALUSTERS OR ORNAMENTAL PROPOSED: - - - - - - - - - - - --�— -� -I- I \ x x I i _ RECEIVE (2) 2,X8 HEADERS - o F o Q PATTERNS SUCH THAT A REMOVE EXISTING KITCHEN I J X I (V I <t 4-INCH-DIAMETER. SPHERE STORAGE CABINETS, FINISHES AND L !u --__ �� \ \ I iti d O UNLESS OTHERWISE NOTED Q J a~ Z CANNOT PASS THROUGH ANY PROVIDE EPDXY OVER APPLIANCES. EXISTIN& WALLS II _---� I 1 I �i. ALL NEW DOOR s WINDOW HEADS T z QW o ocp OPENING UP TO A HEI&HT OF EXI5TIN6 CONCRETE FLOORS AND FLOOR TO BE PATCHED A5 III _ - 111 I BE MOUNTED AT 6'-5"-UNLE55 w'�,'W F w " REQUIRED. 11 b_Q ,4 T-i" I - o a z o o o 34 INCHES. AND 6YP5UM WALL BOARD --- 1 — — — — — — N w o z w o • I II i� ----- -- =- OTHERWISE NGJTED Mno wyFk�w -V ON GEILIN6 AND WALLS. REV.-. I Q L<o ____ __ _____ I 10. ALL NEW NII NDOW5 AND i--w_w a Q � LIVING r _-_ �777i- II I AS DE516NEP BY EXTERIOR DOCORS SHALL RECEIVE Lo>W o°� � (2) 2X1 O HEADERS-UNLE55 1,-) w f LL Q w°1043 u I r--- �,�-r�, I Y OTHERS. w ROOM I I I l i �\ �� i OTHERWISE NOTED �uN00 J� O ro FLOOR:HARDWoOD I I 1 I °� I I 1 -I ` I I PROPOSED: - _ _ ; o 4 z o I �� II 1 -� I PROP.: III I - ni 6 11. ALL WOOD P05T5 SHALL BE BUILTvOw�o�ov WALLS: PAINTEF I III �.1.0. v�t � z N w O o PROPOSED: I I I I 1 �o _.0 I - _11 I�I,I,G. d; UP WITH (2) 2X45 NAILED TOGETHER 15E NOTED , o iy 6ARA6E I I I I i I PROPos>=D: i `�' I 1 I �I i - �. W/ IOd NAILS © 8" O.C. UNLESS m m." ��QQ��noQ�osIS n PROVIDE EPDXY OVER NEW - J L- - - J ! I- - STORAGE I I I OTHALL y1EXTERIOR PORCH/DECK/ CONCRETE FLOORS AND !ho" ifLOOR:HARDW D 2 a I N TYPE "X" 6YP5UM HALL REMo xI5TIN6 � r___ � G, 4„ � — — ! — — — — — — — — — — � STAIR FRAMING TO BE AGO LUMBER- BOARD ON GEILIN6 AND OVER HEAD WALLS: PAIN I V U WALLS . -_--6,4R DOOR__-- i i 8'-0" I 3'-5° -2" I I7'-o" = 13. ALL NET/ TILE AREAS IN NEW EXTERIOR WALLS CONSTRUCTION -2" X b" N I I VIDE BUILT-IN I 4" �� BATHROOM/KITCHEN SHALL RECEIVE WOOD STUDS ® Ib" O.G. PROVIDE R-21 KRAFT 1 j I I °� STORAGE A i ;� TYPICAL INTIOR WALL Y2 GEMENT BD'. AND A ALL OTHER REPLACE IN KIND 5ELEGT'ED BY 2 x6 = FACED BATT INSULATION AND 1/2" EXTERIOR I F N GON5TRUC I N: AREAS IN BATHROOM/KITCHEN SHALL PLYWOOD SHEAT'HIN6, AIR INFILTRATION O OWNER. I I I -' 2"x4" 5TU>7,, Yr1ALL ® Ib" O.G. RECEIVE ,112" MOISTURE RESISTANT I �I I Ys 6YPSUMI WARP FINISH GYP. BD. BARRIER AND BRICK VENEER AS SHOWN ON I � I I I - • �� ELEVATIONS. PROVIDE Y2" RI61D INSULATION O'05�0 I L---__ J L_ __J 14. ALL NEW WINDOWS AND DOORS BOARD BEHIND BRICK VENEER AS INSTALLED TOR4G REV.: -====T - ----- -------- ARE TO BE ANDERSEN 400 SERIES w PER MANUFACTURER'S WRITTEN PROVIDE EPDXY OVER NEW = I�ORGH I GL '' PRO O OR EQUAL- COORDINATE WITH 1 z 5PEGIFICATION5_ - - - - - _ � - - - - - - — — —CONCRETE-FLOORS AND N'-' - -_:- -- . _8 OWNER ON STYLE- MODEL NUMBERS O O - - - - 6YP�,�IJM WALL BOARD ON � ! 1 - - - - O iy � 2x6 - - - BEDiZ O # _ � CEILING AND WALL5. b" 4" 4" FLOOR: A 1V00 = `; ARE DESIGNATED ON PLAN- INSTALL D ------ -------- — WALLS- PA TED - = ACCORDING TO MANUFACTURE Z 20'-O" 15'-23/8" Iq'-53/8" 2'-0' I4' 2" SPECIFICATIONS O 'id OVERHEAD "�\amu` 15. ALL ANGHOIRS STRAPPING AND v AD GARAGE DOOR-� V Ji Jl J " 1 -Ib x PROP ED: _ - GONNEGTOR5 AND HARDWARE TO .UC �� An JL��slJL :JC .�J[ =U Uf' UC WDH3046 BE R M #� BE 51MPSON 5"li"RONG TIE OR AN Iz- = . ' " / - F—, APPROVED M?�NUFAGTURE AND TO p w X O uI-r u.A u�,, u P :HA OD ' ,,1J/, ,�\, /,, ��� ���'�;l�.�i',.,,1 ��/l-'\ `% „J�..-� �` ,�'`� ARGHTOP DECORATIVE LLS: AIN 2°xb° BE INSTALLED AS PERLU z u� / ./�� �I K`/- �„ J J� , ) ? `u, J �;� TRANSOM ,U ��U�,JUC�\; JL ,,- Jv�,,f ! ;;�Jr- =L1 _,Cll „ �JL _�` �� COLUMN WRAP A5 - - - MANUFACTURE WRITTEN v F /\ I'. �, "J ''`[ `, f eJi. ;'! - OTHERWISE WDH3046 WDH3046 ✓\: �L A' I_� l.,n��'��[\�,�./ LU1 DYGTED BY --� - - - - - - PRvt ;: IN5TRUGTIONS UNLESS u tr = u2 u, y I I GL`s NOTED VERIFY SIZE OF ALL > REG�UIRED STRAPPING IN FIELD c j[;,,i r i ( J ) 1' �, �(F Vi 20 6a 6 / L]. u u, /i L. ./` _J v , C n I 5TRUGTION- U .N. - \ C7 \c C-5 -, PRIOR TO CONI O - - - - - ;u JL u J, �� ✓ - J' J ' �/ WDH3046 WDH3 m �u;- f_� -.JCS_ ,.I, IJ_ _JC_�!`IL ,��_1L���UC��,-r!I=\�UL ?.�JC�`�- f' ��JC�`"� 16 NO GALV MAILS OR �_ ' � ) t� '�\r><_�� CONNECTORS IN ACG. LUMBER ARE . �C \ /(� �L_J,'��`("�%� �,/��, PERMITTED. ALL CONNECTORS 7�IC u u V UC�;,J J �� �L ✓; -F 1 � ,� „ �� � � � D FASTENERS FOR AGG2 LUMBER _. j,I,�,J �>`J \`��k 'u -%���,)�U� ' ��p^ u� ��� V//fir MUST BE STAINILESS STEEL OR HOT OL// �..� _-. .�J �. ,:� , / ,�� J_` /i /�/ /L< iii- ._l� `/, /� i Gl/`/� n i i n i u i n r u i �- to-b', loo 7'-y4 T-�4" 6-lo a'-43/8” 4'-3" -6y2 -b)/2 b-u 7--r° DIPPED GALVANIZED G-185. �\ ' , i""./al ���1 u�`]- r ����I� �f�r 1 17. ALL ENGINEERED LAMINATED u1� WOOD BEAMS .SHALL BE BY } I�'. "�� ✓ � ,^�-, ,, uu - :>r ��; MANUFACTURED GEORGIA-PACIFIC AND SHALL BE u9 J�l ;J/k,>`�� I4-23/8 I�1-53/8 I5-I 14-b INSTALLED A5 r. 5 r_O„ % ', ' ' `J PER MANUFACTURE'5 — _ U`I- � WRITTEN INSTRUCTIONS AND u✓ �-- ���, SPECIFICATIONS. juh� uh; ;J cJ JCS i .��I -u lC� .,;=tel iu� ,� 18. ALL ENGINEERED LUMBER TO BE — — v � :_ ,��j�ru[��` -I+ANDRAILS SHALL BE PROVIDED ON AT GLADDED AND SEAL AS REQUIRED TO �J�-1 I - � c J '�n LEAST ONE 51PE OF EACH STAIRWAY WITH - L u' �I �. % �i J' "> <.. C PROTECT ALAI N5T THE WEATHER V 1 m AJC �C�u U �JL�CL C TWO OR MORE RISERS. TOP OF HANDRAIL SECTION R312: Q ENVIRONMENT l nCu ( " °( 7C ' �/� I�. WHERE RAFTERS AND JOISTS SHALL NOT BE LES5 THAN ND NOT ADDITION"TO fi ;4TFT,. uv - G�n CJS c15TING_ADJACERT' �C . C��_ _] ?�_.� ✓[_,1C r"� -u In, � � MORE THAN 5B,". ALL REQUIRED HANDRAILS 8312.1 GUARDS. GUARDS SHALL BE PROVIDED IN FRAME INTO OTHER WOOD BEAMS, lu J� v)L( �FfJ��,�)J :uC) 1J6RAL�IS ONE. JI �\ )� =\C���%,)J!��)`��.���I_y SHALL BE CONTINUOUS TO THE FULL LEN6HT ACCORDANCE WITH SECTIONS 8312.1 THROUGH PROVIDE 12 GAGE GALVANIZED — tL '�,."„J� ­�,1<,' „ J; u';J t J,,;1<�' l, c;��/�1 _u OF THE STAIRS FROM DIRECTLY ABOVE THE R312.1.4. STEEL JOIST HANGER -I I ILS 4- l 1C JCJ C� JC CJ ;fir �� s �l� 6�-` TOP RISER OF A FLIGHT TO A POINT SAND STRAPSLH 1I . ,I ;J J [ ]� f, ___ F i /�JI,. f_1':1l_ ^\I ` ]r ; \f ,J! �f ��'[ ( 1 WALL KEY AND WHERE WOOD BEAMS FRAME O uu. �u):�uu ju;�,�[���u, J�\, ,,- CSC .r �`� �, C uu• ✓/ DIRECTLY ABOVE THE LOWEST RISER OF THE R312.1.1 WHERE REG2UIRED. GUARDS SHALL BE _ _ l� U�LU . -)/J7C,�' -/JC. INTO OTHER WOOD BEAMS, PROVIDE �U '' U <r ����U �� `�I � l���l �( J�� STAIRS GUARD NOTE: FLIGHT. ENDS SHALL BE RETURNED OR SHALL LOCATED ALONG OPEN-SIDED WALKING — — EXI5T To I3E RI=Mov�D 7 GAGE GALVANIZED STEEL O - (TO COMPLY WITH 8311 8312 OF THE 2015 �- i: F ]I ,[��J� [ ( �ur �� -�[��;fir)^fir u�J� [��, h��1 ;�[���L \�� ]' u�[�(�zi TERMINATE IN NEWEL POSTS OR SAFETY SURFACES, INCLUDING STAIRS, RAMPS AND EXIST TO RE SADDLE TYPE HANGER BOLTED L ` Li/ �� 1�� INTERNATIONAL RESIDENTIAL CODE) TERMINALS. HANDRAILS ADJACENT TO A WALL LANDINGS, THAT ARE LOCATED MORE THAN 30 MAIN O THROUGH BEAMS- ALL HANGERS, O O C J �U ,u 2 SHALL HAVE A SPACE OF NOT LE55 THAN 11/2” INCHES MEASURED VERTICALLY TO THE FLOOR ""'"""'"" NEW WOOD FRAME GNST STRAPS, ANCHORS, ETC. SHALL BE n, .��, ;[�.��' �� .' ., ,� J ., n�. ��''\r,�jl� �= -_� \ „L��,Li -STAIRWAYS SHALL NOT BE LESS THAN .6 MANUFACTURED BY SIMP50N 1u BETWEEN THE WALL AND THE HANDRAIL. OR GRADE BELOW AT ANY POINT WITHIN 36 NEW POURED CONCRETE 7.IN CLEAR WIDTH ABOVE THE PERMITTED HANDRAILS SHALL NOT PROJECT MORE THAN INCHES HORIZONTALLY TO THE EDGE OF THE STRONG TIE. Z _, _ HANDRAIL HEIGHT AND BELOW THE: REQUIRED 41/2" ON EITHER SIDE OF THE STAIRWAY. OPEN SIDE. INSECT SGREENINO SHALL NOT BE 4"x4" P05T UNLE55 OTHERWI5E 20. ALL ELECTRIC TO REMAIN AND - _�) : ^, ALE: I/4 - I -O HEADROOM HEIGHT CONSIDERED AS ® NOTED MODIFIED TO ACCOMMODATE NEW U- -� IC' :r_1 ;uLlIT?U �r�� l �L,< l _y�.LiC';.; _1`C „��[',u� 1L���� ] u -GUARDS/RAILINGS ARE RECUIRED FOR ANY GUARD. CONSTRUCTION. NEW ELECTRIC TO BE C��)\J )�, I%Ji,uC,J��I) �(�) �_ �1�[� J� i ���u � �;��, -MINIMUM HEADROOM HEIGHT TO BE b'-8" SURFACE 30" ABOVE FLOOR OR GRADE. ® HOLD DOWN AS NOTED INSTALL IN NEN ADDITION. FINAL NOTE: HIGH EFFICACY LAMPS TO BE HARD WIRED SMOKE ELECTRIC TO BE DETERMINE IN THE , \[ ��_,hu�Ir L,l1a,,��( �Jr ',hL(�]I, I��lr,�f� (,�[��(,�f��I, -MAX RISER SHALL NOT EXCEED 81/4" -GUARDS/RAILINGS SHALL NOT HAVE A GAP INSTALLED. O DETECTOR W/ BATTERY FIELD ry Q w L�; ��`��,J/"�j�;`?;,)l,``;�' �/ ?�' �L l OF PASSAGE OF MORE THAN 4" BACK-UP 21. ALL PLUMBING TO REMAIN AND �i m CJCU��IJ \" -MIN TREAD SHALL NOT BE LESS THAN �(' 80 CFM FAN TO EXTERIOR `� a- O �- C �.U ?ULJ � C ��J uCJ����`La CJ �� NOTE: WINDOW FALL PROTECTION TO BE MODIFIED TO ACCOMMODATE NEW � z �t I r LI �;I_ ����1,1���f� �����a ��I ��1�� u�� u�)�(a����/��I'a NOTE: PROVIDED HARD WIRED CARBON MONOXIDE CONSTRUCTION. NEW PLUMBING TO '� 1�1�C,/moi ✓U�;;jc ,' ...,!'-leu <1� � ,J�/' 'D��` � />j���!\J�ul:,'`.- -STAIR PROFILE: N05IN65 SHALL NOT BE HARDWIRED SMOKE DETECTORS TO BE FOR ALL WINDOWS A5 PER DETECTOR W/BATTERY BACK-UP BE IN57ALL IN NEW ADDITION. Q O ��L-a�rU ,�U'�.� Ji_. _J. CJI -,:ULA -- LE55 THAN 3/4 NOR MORE THAN 11/4 8312.2 MIN 12 A.F.F. AS PER SECT. 12252 FINAL PLUMBIN�C TO BE DETERMINE � 'r �u z ,�J PROVIDED I N ALL BEDROOMS AS PER CODE. IRC GODS IN THE FIELD. /��J /G. -J�J /.�/ O >UC�\j 1�, ��L:, U[ v if >C1C�LJ 'U� _U� �� DENOTES I-GRE55 WINDOW U � �� \f�CJ`,, f >�C.,.\I J;,,.na . c/^.r c rdr ',�.:',��� II ll GENERAL NOTES c t 1. CARBON MONOXIDE ALARMS AND CARBON MONOXIDE DETECTORS , SHALL BE INSTALLED IN BUILDINGS ; AS REQUIRED IN ACCORDANCE WITH 0177.."777= SECTION x15.2 OF 2015 IFC (CARBON T :a r -C `c rst"r. t res C —t _ P. C. MONOXIDE DETECTION SYSTEMS) FOR L RESIDENTIAL BUILDIN05 . INTER-WIRED FIRE/SMOKE AND TODD O'CO NELL,AIIA CARBON MONOXIDE DETECTORS WITH i 200 Veteranis Memorial Highwa., BATTERY BACKUP AS PER NFPA -72 Suite 120 AND 2015 INTERNATIONAL BUILDING H7" par'go,C'JY1t78st GORE 5150. R314 AND R315 SHALL BE p(631)650-6666 INSTALLED IN DWELLING UNITS F(631)650-6667 OUTSIDE OF EACH SEPARATEC(516}658.035 SLEEPING AREA IN THE VICINITY OF THE BEDROOMS. WHERE A W FUEL-BURNINO APPLIANCE 15 LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, CARBON MONOXIDE DETECTION SHALL BE e INSTALLED WITHIN THE BEDROOM. 2. ALL ELECTRIC WORK SHALL , - 1 BE PERFORMED IN STRICT ACCORDANCE WITH THE LATEST EDITION OF THE N.E.G. no " J 3. FINISH FLOOR AS 5ELEGTED BY , OWNER. 4. FINISH CEILING AS 5ELEGTED BY OWNER. ., 5. ALL GOND17IONS AND DIMENSIONS LJ I _ TO BE VERIFIED IN FIELD BY THE GENERAL CONTRACTOR AND >r _ l C -., -� __- _ ._ — __ _ ( REPORT ANY DISCREPANCIES TO _ I I ARCH17EGT PRIOR TO START ORCONTINUATION � #O F NORK 6. AS PER 2,015 .R.C.. SEG. R310 V EACH HABITABLE ROOM SHALL HAVE J AT LEAST ONE OPERABLE WINDOW z lfl -ROE�1 M� MUM CLEAR EGRESS NITH A O Z l - iR OPENING OF 5.-7 SCS. FT. (ORADE FLOOR OFENI N05 SHALL HAVE A MINIMUM CLEAR OPENING OF — — — / I I 5.0 5Q. FT.). THE MIN. HT. OF OPENINGS TO BE 24" AND MINIMUM �QF°�°O WD o4b // I = I 0i DOPE O B 5 O" ND THE BOTTOMo I I I I I HIGHER THAN 5'-a" ° / I PROVIDE 5/4" GDX I A.F.F. �z�MZ OT, m I I / TYPICAL INTERIOR WALL OPEN TO BELOW TYPICAL IN WALL I PLYWOOD OVER I 1. ALL FRAMING, SHALL COMPLY "' a Q z_~ m Q PROPOSED CEILING N°w°o z I I / 2"x4" STUD WALL o 16" O.G. JOISTS. / GON5TRUGTION: GONSTRUG�JON: 0 WITH THE 2015 INTERNATIONAL 2x4 STUD WALL ® 16 O.G. I p I RESIDENTIAL BUILDING GODS I I / WITH R-15 BATT INSULATION. WITH R-15 71ATT INSULATION. — — — — — — — — — — — — — — 8. ALL INTERIOR DOORS SHALL - - - - - \ �x� w VF- I I - - - - - - - - - - - - - - - - - - - - - - - = - - - - - - - - - - - - -I — - / } RECEIVE (2) 2�`><8 HEADERS - of T��Qwo°� PROVIDE ONE I o I I \ LAYER s/a" T'(PE-X — s = _ L�\ / — - - — — — — — p I UNLEa�a OTHERWISE NOTED z -- °Q� Qac=Z \ Q. ALL NEW DOOR $ WINDOW HEADS T N � : 5H�T ROCK AGAINST — } I I \ ALL WALLS ADJACENT BE MOUNTED AT &'-5"-UNLESS TO LIVING AREA \\ I OTHERWISE NOTED N o`z°u o !L=NNQR�F��D u 10. ALL NEW WINDOWS AND W EXTERIOR DOORS SHALL RECEIVE o I IL y - I (2) 2XI O HEADR ES-UNLESS a G o o N J P IIA I I OTHERWISE NOTED z - I II \ I / II =moo° z PROPOSED: \ I I I I I I ( I I I { I I I I I / I I PROPos>=D: II. ALL WOOD POSTS SHALL BE BUILT ��"'= No UNFINISHED j I UNFINISHED UP WITH (2) 2X45 NAILED TOGETHER I I - W/ IOd NAI LS 8" O.G. UNLESS F < ATT I G I I ATTIC f - i I : I I t I 12.OT ALL EXTERIOR PORCH/DECK/ I ISTAIR FRAMING TO BE ACG LUMBER- V v Q I I 13 ALL NET/ TILE AREAS IN : Z PROVIDE V/" COX T m I BATHROOM/KITCHEN SHALL RECEIVE I PLYHOOD OR PROP05EDEI GLIN6 ( I I I F Y2" GEMENT BD. AND A ALL OTHER I JOISTS. 1 I -- 1 C1 11 C - l { I ( I AREAS IN BATHROOM/KITCHEN SHALL I I- I I 1 I E y2.. MOISTURE RE515TANT I I ' GYP BD I 14 ALL NEW W1NDOW5 AND DOORS ARE TO BE ANDERSEN 400 5ERIE5 � '' ' ! tlQUAL- GO' � t A ,�. � � _ .— ;- -- - - - - - - -- - - -I- - - - -{-- - - - — - - - - - - — — - - - - - - - -- iii- -- = - - - - - - — — - - - - - - - AA ORE ORDINATE WITH z I I { I LE MODEL NUMBERS p O — OWNER ON STY I I I I ARE DESIGNATED ON PLAN- INSTALL Ll I I I I I AGGORDINO TO MANUFACTURE z : WD 046 {_ ALL ANCHORS, STRAPPING AND 15 v V I � , 'I I' — 6 CONNECTORS ,SAD HARDWARE TO z z _ — fr- I I I I I BE SIMPSON STRONG TIE OR AN _.. _ _.. . . ._..... — N I — t --dII APPROVED MANUFACTURE AND TO p w X O ov I o20 — J BE INSTALLED AS PER v D w z _ _ _ I' ! MANUFACTURE 1WRITTEN INSTRUCTIONS- UNLESS OTHERWISE I I! (I — — — NOTED- VERIF)r SIZE OF ALL — — — — — REQUIRED STRAPPING IN FIELD m 4 I i 1 f j I''I I PRIOR TO CONSTRUCTION— U.O.N. O r r is s 1 �,,, ; ,I-! -.- ,'� 16. NO GALV. NAILS OR I , i - CONNECTORS IN AGO. LUMBER ARE it I' PERMITTED. ALL GONNEGTOR5 AND FASTENERS FOR ACQ LUMBER MUST BE STAINILESS STEEL OR HOT DIPPED GALVANIZED 0-185. 17. ALL ENGINEERED LAMINATED WOOD BEAMS SHALL BE MANUFACTURED BY lu GEORGIA-PAGIIFIG AND SHALL BE 7— INSTALLED INSTALLED AS PER MANUFACTURE'S O � � WRITTEN INSTRUCTIONS AND _ 5PEGIFIGATION'5. LU—(1W 18. ALL ENGINEERED LUMBER TO BE - -HANDRAILS SHALL BE PROVIDED ON AT GLADDED AND SEAL AS REQUIRED TO ATTIC FLOOR PLAN LEAST ONE SIDE OF EACH STAIRWAY WITH PROTECT AGAINST THE WEATHER �- TWO OR MORE RISERS. TOP OF HANDRAIL SECTION R312: ENVIRONMENT Q SCALE: 1/4" = I'-O" 5HALL NOT BE LE55 THAN 34" AND NOT Icl. WHERE RAFTERS AND JOISTS �/ Z MORE THAN 5e>". ALL REQUIRED HANDRAILS R312.1 GUARDS. OUARD5 SHALL BE PROVIDED IN FRAME INTO OTHER WOOD BEAMS, L 5HALL BE CONTINUOUS TO THE FULL LENOHT AGGORDANCE WITH SECTIONS R312.1 THROUGH PROVIDE 12 GAGE GALVANIZED �--1 OF THE STAIRS FROM DIRECTLY ABOVE THE R312.1.4. STEEL JO 15T HANGERS AND STRAPS Z —! TOP RISER OF A FLIGHT TO A POINT WALL KEY AND WHERE HOOD BEAMS FRAME O DIRECTLY ABOVE THE LOWEST RISER OF THE R512.1.1 WHERE REQUIRED. GUARDS SHALL BE INTO OTHER WOOD BEAMS, PROVIDE ow STAIRS GUARD NOTE: FLIGHT. ENDS SHALL BE RETURNED OR SHALL LOCATED ALONG OPEN-SIDED WALKING = = EXIST TO BE REMOVED 7 GAGE GALVANIZED STEEL O (TO COMPLY WITH 8311 $ R312 OF THE 2015 TERMINATE IN NEWEL POSTS OR SAFETY SURFACES, INCLUDING STAIRS, RAMPS AND SADDLE TYPE iHANGER BOLTED TERMINALS. HANDRAILS ADJACENT TO A WALL LANDING5, THAT ARE LOCATED MORE THAN 30 EX15T TO REMAIN INTERNATIONAL RESIDENTIAL GODS) THROUGH BEAMS- ALL HANGERS, 5HALL HAVE A SPACE OF NOT LESS THAN 11/2" INCHES MEASURED VERTICALLY TO THE FLOOR NEW WOOD FRAME GNST STRAPS ANCHORS ETC,. SHALL BE nn,, -STAIRWAYS SHALL NOT BE LESS THAN 30" BETWEEN THE WALL AND THE HANDRAIL. OR GRADE BELOW AT ANY POINT WITHIN 36 MANUFACTURED BY SIMP50N HANDRAILS SHALL NOT PROJECT MORE THAN INCHES HORIZONTALLY TO THE EDGE OF THE NEW POURED CONCRETE IN CLEAR WIDTH ABOVE THE PERMITTED STRONG TIE. D_ HANDRAIL HEIGHT AND BELOW THE REQUIRED 41/2" ON EITHER SIDE OF THE STAIRWAY. OPEN SIDE. INSECT SCREENING SHALL NOT BE 4"x4" PO5T UNLE55 OTHERWI5E 20. ALL ELECTIRIG TO REMAIN AND _ HEADROOM HEIGHT CONSIDERED AS A ® NOTED MODIFIED TO ACCOMMODATE NEW -GUARDS/RAILINGS ARE REQUIRED FOR ANY GUARD. CONSTRUCTION. NEW ELECTRIC TO BE -MINIMUM HEADROOM HEIGHT TO BE &'-5" SURFACE 30" ABOVE FLOOR OR GRADE. ® HOLD DOWN A5 NOTED IN57ALL IN NEW ADDITION. FINAL O NOTE: HIGH EFFICACY LAMPS TO BE HARD WIRED SMOKE ELECTRIC, TO BE DETERMINE IN THE N Q W -MAX RISER SHALL NOT EXCEED 81/4" -GUARDS/RAILINGS SHALL NOT HAVE A GAP INSTALLED. O DETECTOR W/ BATTERY FIELD OF PASSAGE OF MORE THAN 4" BACK-UP 21. ALL PLUMBING TO REMAIN ANDLU -MIN TREAD SHALL NOT BE LESS THAN �I ®NOTE: WINDOW FALL PROTECTION TO BE 80 GFM FAN TO EXTERIOR MODIFIED TO ACCOMMODATE NEW Z NOTE: PROVIDED HARD WIRED CARBON MONOXIDE CONSTRUCTION. NEW PLUMBING TO T d� -STAIR PROFILE: N051NOS SHALL NOT BE HARDWIRED SMOKE DETECTORS TO BE FOR ALL WINDOWS A5 PER a DETECTOR W/ BATTERY BACK-UP BE INSTALL IN NEW ADDITION. < 11 d Z LESS THAN 3/4" NOR MORE THAN 11/4" PROVIDED IN ALL BEDROOMS AS PER CODE. R312.2 MIN 12" A.F.F. AS PER SECT. 1225.2 FINAL PLUMBING TO BE DETERMINE ., LU - L_LL A L L IRC CODE IN THE FIELD. � Q DENOTE5 EORE55 WINDOW 7 La I. D CO N N L A z i c TODD O'CONVELL,A 1 20OVelerans Memorial Highway Suite 120 : KlkJPPMlqc,,NY 11789 P(631)6506666 F(631)650-6667 C(516)6�58-03251 (j v Lj C, 0 (2)2"x1011 PROVIDE HOLD DOWN (SIMPSON HDU5-SVS:2.5 (2)211x10ll (2)211x10ll (2)2"xI0" OR EGUIVALENT) w REV.: CIL. (2)1 3/411XCI Y411 ML LVL # REV.: LAUNDRY Q ISTINO CEILINrw ROOM cl 00 JOISTS TO SE MOVED AND P H AS REQUIRED. cj F_ 7 PROP.: PROVIDE HOLD VOPilsl BATH. (SIMPSON HDU5-50525 OR EOUIVAIX-ENT) (2)2"xloll REV.: PROPOSED: DINING L_ _jO Ir REV.: MASTERFZF In J, x ROOM F71 (2 llxIOlj IUXIU KITCH-EN REV.,. LL (2)211 L 1-1_J -1 -1 BAT 6 vO%3 X12" 6 LOAD LOAD PROPOSED: BEARING BEARING E) c�<-A'--<ly HALL 'IlXq Y WALL 13 (2)1 411 ML LVL STOR66E (2)2 x10 L (2)2"x1011 EXISTING CEILINS FARING tQ 1.1015TS TO BE REMOVED AND (:2):221"XIO, F_ 1� REV. 0 — — —1PATCH AS Fmoulf;ZED. UVINO ri VAV O.J. a 1211 O.G. VAV C.J. 9D 1611 O.G. ROOM PROPOSED: a PROP.: -i N.I.C. PROPOSED: A K 1 c. 67ARA5E PROPOSED: L << L_ STORAGE J( - - - - - - - - - - - - - - O)l 5/4"'Xcl A" ML LVL O (2)2")<10" LOAD BEARING WALL MIN. U PROVIDE HOLD DOWN FFZOP05EV: (2)1 5/4"xq Y4" ML LVL (51M*5014 HMr5-5052.5 OR EGUIVALENT) 5TORASE REV.: _JL FORCH PROP.: tn PROVIDE HOLD DOWN PROPOSED: (SIMPSON HDO-W52.5 BEDROOM #2O OR EOUIVA-1 ENT) WXW 1040op _j POST 9,11)(611 AC4 — Cq Vxa" G.J. ® I6" O.C. 12 L PROPOSED: Ul_ 'j BOL 1-a N ET-4 V400P 3- e2A W'All Y4!" HL -L�� z _V, iU� " z z RAFTERS AT ]BOTTOM X3 BEDROOM #1 iz ATTI rs MPWN HDU5-505�2'1� j x -TO, BW I ENT, LU z (2)VAC)" "Xcl)4"' ML LVL 4:_ OPENIN6S EATER- _j U L Cj (2)1 %"X'q)4'* ML LVL f T for PROP.: XW G.J. 161, O.C. r CJ S C'. �t- _�LA6 BOLTED TO NEW PROVIDE HOLD DOWN-T �-'ba �j RArTERS ATTIC, 2IMP50N HDU5-5052,5 L A OR EGUIVALENT) j F\3 ­�F_ _ T\ 'T 5/411)(4 Y411 ML LVL (:2)1 LA r t-C;,_1 'JI J 'J PROVIDE HOLD Mom :"d)i,�](" F D , - I - lrzl-,-` -1 '1- �__]( "I _j L [), (, -"4 D-1:�A � C 11L I ;­ A�_L7, �A I A r- L3 L -11-SON HDU5-50525 %511 T OR EOUIVALENT) -11, :DJ _Jf flnrff�:R j 41-6��V,�A�J/ LU IN, A I r n'( �T ly y C, Y NY jf 3 D,,il I/L 'k, J) -jl-,�l F_ JL L � & ATTIC FRAM INS PLAN _j L-C I CJS DR A 'F"---'- JU L�F/l SCALE: 1/4" 1'-0" F _�I)A DA LU i-29 Po r_­11FIG ji-,"'d )dl/J L PV 1,7 6D y',\7 JZ J, U, LU ` - __ --=�-n,[I�-�'LlE�,---,,_-/-� ��'r--r[:-�C, - 0 Xi-, A-7-i dl 'IP-jr-, F 71-- F) LU -x­J� X JL 71 a , ( "J,- , /,, "/ -,- , - ,IV 0, -Y , L, - - ` , - - ^ -!, J/ C) ndr -V -1 R JL L'7_ IL n -t rr /,Lj 7� n-( IS -:7, L FL /L _jr \T,r , _D L L Kv ol _V_ )F,__Jr T [, T) - U- L`l \� lu j C�c "ITF ljr A� OC __X4 1,-ALI t�02 z T Lf) L, \F- L3, L < _j L r JL��-r L I nCl a tL 21;r c L f L X IN 'N q A r.:, r(2)2' MIN. LU )4"'LMLVL ED To NEH I;Zo T E30TTO 0 < -7 T -1Ll i p, �m .TODD t cr,rE G TODD O'CONNELL,AIA €200Lfeterans Memorial Highway �4• FRESH AIR YEW Suite 120 I THROUSH ROOF Hai ipirinur ,,NY 11788 . IL MATERIALS SELECTED FOR THE P(631)650-f 666 WATER DISTRIBUTION, DRAINS, WASTE, (631)6SO-6667 AND VENTS MUST BE IN COMPLIANCE MATERIALS SELECTED FOR THE �:(51 6)658-1325 I WITH GRAFTER 24 (IRC), (B) PIPING TER DISTRIBUTION, DRAINS, WASTE, SHALL BE SUPPORTED IN AND VENTS MUST BE IN COMPLIANCE ACCORDANCE WITR SECTION P2606 SHALL BE SUPPORTED IN WITH CHAPTER 2�1 (IRC), (B) PIPING (IRC) ACCORDANCE WITH SECTION P2606 I I IRC I �y ATTIC I f,,• T,rw Yw,- ATTIC 4`, PROP. BATHROOM __ I� PROP, �''=--r r_ I I fix BATHROOM � � uK� crr uK �uK HOSE BII I I IL I „I I EX. EX. 2 I NOLIT IWH LAV IRM LAV I KITCHEN BATHROOM HHH To GRADE C EX— 1 ray I FP WEN r2. KITGHI=NPiBATHROOM HCH ��SHurETIM�IFIRST FLOOR IIFIRST . I FLOOR OK OK OK OK aw N a.—a—cx cN—w a—w tn—uv—w—w, Z O G.0.1 l PREVENTER PUBLIC MAIN Q V LL I J ' J I PROPOaED ' SEPTIC Z IS) I TANK Z 50fiEMAT I O PgA5TF- FLUME3I NO RISER 50HEMAT I O NASTE FLUME31 NO R 15ER N.T.S. om�� Y � N.T.S. Lu 0 W� zwVN?�F��u1 � 2"xl2" R.R. ® I b" O.G. 2"x12" R.R. °F v �- , ROOF PITCH 1 (ROOF PITCH 10 ON 12 10 ON 12 tun (2)2'x12'! I w s � ot'u - ` 'LVF~AmV�zl- Los O u_ OC� - - — I I I I _ I I I �� �_ ��No0��0.�00 �- ® U���w'000� to II �° 40 Z�N� SYLI6HT Ai - / !1 Q LEGTED I Q A 4 s Q �a��' ILLLIL� u oQ os VELHT I I lY XYLI6HT -V � [A v 10/4 14' LVL O I 50 s I s ( �1- 272 xl2 s 2 = NTI us RI /a x 4 LVL ID (3) /a xl LVL I I I I /a 14 L RID �y AF v I Yr/GONT VEN NU +; — — A R D6E NTI U5 _ 4 — - ( — I� RI GVE Tu / — — — — — — - - - \ "- X — — -\ — — - \ \ civ P� N n �l n r \ \ z III I I \ \ Ro I Ro \ \ �ry I I �� - — �o �I I �- Iry- I Iry- / / I I \ \fi Q o O " R.R. ' R. "xb R.R.I "x ' R.R. R.I in z N \ \� .G 0 .G ® 0. G o' /� / I I �I v tu C1 w xb G. Ib O.G. I I d I - J I�_ J ---I_ = ® � \ - - - - - - � C -K ROOF PITCH I I ROOF PITCH I V - i- J - - � - - - - - - # 4x5 ALUMNI UM OU I 10 ON 12 I 10 ON 12 I 3x4 ALUMNI UM LEADER TO BE SELECTED BY OWNER ON I"Xb" FASCIA v i A _ - -I -1— �- - "n O - -- - - - 1 -1 - - -i �v VENTED SOFF IBOARD A l -- -- - 2"x 12" R.R. ® I b" O.G. 2"x12" R.R. ® I6" O.G. - - - - - - - - - - - -8 11 1 ROOF PITCH 1 '(a F TTIG) ROOF PITCH au j LU 10 ON 12 10 ON 12 PROVIDE ICE PROTECTION AS PER Z •``J Z CH GON 5TS O 1 AT LEAST 2 LAYERS O < r IL 1 I 1 OF UNDERLAYMENT - I6" 2"xl2" R.R. ® 16" O.G. 2"xl2" R.R. ® Ib" O.G. CEMENTED TOGETHER OR A _ - - -- -� 1 SELF-ADHERING POLYMER (— — xK.K. ® (06 IATI 2 x 2 R.R. I� I MODIFIED BITUMEN SHEET TO EDEN o MIN.A FROMOF 24'" INSIDE (� � lZ- IRIaD6E, 11-L L\/LjBOARD PROVIDE ICE IoQz THE EXTERIOR WALL (�I R1 1= LINE OF THE STRUCTURE - W/GONTINJaUS _— RIDGE VENT e51-41� „\a Of „ _ LINE OF CONGEALED ASPHALT SHINGLES TO BE -� L- - - - (® G. ATTIC)O.0 - - - - - ALUMINUM FLASHING. OVER SELECTED OVER 30# BUILDING FELT V I V 1 2 xl2 R.R. ® Ib O.G. 2"X12" R.R. ® I6 O.G. O �✓ L 0 <IL� 0 N W ROOF FRAM I NC PLAN SCALE: 1/4" = 1'1 r N z ■ Q ' T < IU ai O p II ' N L C C. TODD O'CONN2ILL, ,IIA ?00leterans Memorial Highway Suite 120 Hioppaugo,tJY 117E g P(631)650-6666 F(631)650-6667 C(516)658-0325 PROP. TOP OF RIDGE N\ 12 12 x 10 10r. 10 EXIST. TOP OF RIDGE 10 10 El T El 1:1 =F - - -ILIL 7rc _ C J=_L= 11 IL-L-A _1[ F_ L IL--it -]L-. E��� 3—L I 1--k- I I- _l: 0 v tn InjI 11 CONGEALED ALUMINUM FLA514INI67. w If ASPHALT ROOFING. COLOR A5 5ELECTEV BY EXIST. TOP PLATE L7_�' j OWNER. # ELEV.7.1-1 j_j� _T� < __J1 uL—L _D17 ­:T ---JL—L—]L--J1 L Y-1- !I E =7=3= E -D= �L7---I f- STUCCO QUOINS. F=7 F=_I F=7 F=7 F M I F=7 F=7 F=7 F M I F=__I F=7 F=7 F mmm MOM omm 00 _ j ij d) BRICK VENEER AS SELECTED BY OWNER INSTALLED PER MANUFACTURERS WRITTEN SPECIFICATIONS. Li F rc==F __j T=7_ ju ]CJIM Q '_71 =E- 'E: �F==][__j EXIST. FIRST FLOOR __j= Li ILI D_ I== L��=[ -__I= =� - -IL =27E -f ELEV`. fir. f IL J, —I �� I I==QL _�l -T— if llj T_7 if I _ T__J77�7 4 _F IF 11 'Xo AR zix_ IULIH ULIU UHU UL iEtn iLl z I��0 D z LIj qd C�'�dKHu�FZQO FRONT ELEVAT I ON (SOUTH) 'A Io��a���w WIN O 5CALE: 1/4" LD 11- 1'-0" -V < lu v Z W 0L 1(T < D_ < y IS -V i � O 4iPRQr. TOP OF RIDCVF- IIIIII0 X LU L =L 12 EXIST. TOP OF RID6E if 11 L j it I L L I ---I I== F___Q� =E-- 731- -A'-.JE-=L___jjF_sHs�Zf�F I CONCEALED ALUMINUM FLASHING. lu L-A It -%LLI IN _71"7 11 zr toe, N ASPHALT ROOFING. < t EXIST. TOP PLATE IL 11 111 111 1 1 lu COLOR AS SELECTED 7 ELEV.71-1�__2—I BY OHNER. Jt3 ====I L L--J=F=F :[==F- 7r—F— =]E= I _JL El C�0�1�=�T��I[�O�IL�O01_ ■ �Of�OOC�7� _ =1[--1_- - _- -- - -_1-=J� IC 7L�S� _IC'_lC__7C 7;.":=71 -Y:---�C--ZC7C-�C�������1�--�'CT�C_�C-JI=._.) :f F-_T_ L ::j L__]I==_li=L I --h __jL_ ]E�=OL__A if __7 JL '_Jl --I K - -- - - L: If __ ELiE- -a[.- zL _'��_'� L BRIGK VENEER AS d) PI-7�- F­L_��17�1 PL747P'7- L --l­---lF--FF­- L I I SELECTED BY OWNER I �1 11 "7747 If __JL DA L7_lL,7L.F INSTALLED PER J Li -7�__` I MANUFACTURER'S WRITTEN ]L-- — 0) q)RA 11 _t T --:]E-:=[= I_ ]I I I- m 11 - I _ I ,.�. . . . . T-)D D Q 'tCNr`tiA _11 , s C -E t Y :c - ? TODD O'CONNELL,AIA 1200kieterans Memorial Highway Suite 120 Haijppaugo,NY 11788 P((531}650-6666 F(639)650-6667 C(516)65$-0325 PROP. TOP OF_RID6E _ 4i, 'B,A d: a ada,s> r r• "r e - EXIST. TOP OF RIDGE - i�-� •-a'''`te. VP O _ cv EXIST. TOP PLATE (YfV IL� ti u ro�oo �L 71U1 I IrO�]Uu-� -l-I(-'TTA--lOC �C-�L_ J�-Y. i -F=E- s . �-z�i�o�.ur-� -J=c'I r C- y ',,C �Li o��-���i r , it -n - v- ,r ,r_r � -r r �' - - - - - -- _ LL 1y1dlu117-6 LL F T_juxV R� EXIST. PIR5T FLOOR _ - - - - '�- - - - -- _ IL p p 5 Q W }�,. ELEV. +I-1 --� - - - - - - - - z z ' - ' - - - -- — �C1r~1C�(-G�rTr~_�r fir--fir-,� -lr�l- A- -r--r---N-1C�1�111����,'-11-1 r_-II WDWN �F�HN mum �� NuwAom~ 111 in w a. A-I ;NN v Vtui- <- 0 r=1ro V dvu�Q�A'a0 ��K> SIDE ELEVATION (ICIEST) WW13 U "=N�AR_���p� Y SCALE: 1/4" = 1'-O" o„� Rw 0 0 ��Ni AQz .Q� gd,L ��QQ�NpA�ps Q VINYL SIDING TO BE SELECTED BY OWNER /2' POLYSTYRENE meiv, INSULATION -21 BATT INSULATION 296 STUDS O Ib' O.G. z /2' GYPSUM WALL BOARD � N PROP. TOP OF_RID(DE _ /2' GDX PLYWOOD SHEATHING COVERED v — ELEV. +23'-1" Z W/TYVEIC HOUSE WRAF'OR AQPROVED O � WATER-REPELLENT SHEA IN6 Q ~ SEE DETAIL 5/A-2 FOR 4"P.GONG. SLAB Vr/bxb 10/10 WWM O TO ALIGN WITH EXISTINS SLAB O r STRAP DETAIL MOLDING TO SELECT v U 2xb AC-0 PLATE Z Z T EXTENDED AN / 4' COMPACT / O'G.12 OF . S A OOF w 0 / 12' IM70 CONCPCED MAX. V- 1 110 E�RAVEL FILL EACH PLATE SECTION v Q w z _ EXIST. TOP OF_RID6E _. - - �10 ELEV. +16'-2 � = (d� 1l II ION-PZ515TIVE FLASHINGS_ a CE_u a II MSHEILDuO o Lj II •• TRITE =Ila- �o1 >r - r Q Q Q ,L POLYE/T�H\`NE / \ \ /\ MI b MOISTURE BARRIER/ //j/\ / � / jc'_� POLI'5TYRENE INSULATION TO EXTEND CONGEALED ALUMINUM FLA5HIN6. /A MIN,24" 5EL.OW GRADE m / - a b" P. GONG. POUNDATION WALL. - a�� ou - HALT / / 4 2 / SP ROOFING. EXISTT \/\/\/\ \/ . Top PLATE � COLOR A5 SELECTED � A - JCL �7C`- 1,r �- C i�-�L �G-- C_➢ - - -7� - [��-7�7 - C-�O[� BY OWNER. /\\\\\\\\\/\\\\\\\\\\\ / �\ /.\ /.\ /.\ tu a Ox2O P. GONG.SPREAD FTG. W/(2) *4 �oEIoo / / / / jft£BAA\MIt\b BELOW GRADE - /\\//\\//\\ r I _ sTuc,Co QUOINS.IF 1 11 / // 1- -- -- , BRICK VENEER A5 SELECTED BY OWNER �CIor —r—� -- -��o��� INSTALLED PER \\/\\/\\/\\/\\/\ lC II _r_ i__ u- t ]L JI IL-�� L=C7L JL—ILJ r— I� Y uhf T �i=�CJ�]C- '�f -1J—1� F=1- INSTALLED / "ll aT '11 MANUFACTURER'S WRITTEN \//\/ // d — �C-�C-��� -C_ — x. rr �L�`r ,r a - L SPEGIFIGATIONS. \/ //\\//\\//\\//\ ° q. d e E-1 •-;ut=�[�,u7- _7] -rUut_�ol r= ,r u- iuv,�r�, — _�_ _ _' iC ir-1L�C7CJ^--1 T-J -JL- IUC_Y �OC7[000C�OOCCC (� EXIST. FIRST FLOOR _ u � r �r��` 1 irr� \ \ \ \ \ -t."- - /\ \ \\ \\\\\\\\ \\\\\\\\ iL_I - - m _ ////////////////////////\// In 0 1_l__I O LU E— \/\ O- E I 1:1 EI SIDE ELEVATION (EAST) FOUNDATION MALL DETAIL LLOJ. SCALE: 1/4" = 1'-0" 50ALE: I" = 1'-O" (V 12 m IL luz o < � 7Q ,I t o C I _C p C; TODD OCONHELL,AlA i 200 Veterans Memorial Highoja� Suite 120 Hauppup,NY 11788'. P(631)650-6666 IF(631)GSC}-666/ C(516)658-0325, OF RIDGEPROF. TOP ELEV. +:251-111 (5)1 %,Xl&2 ML LVL RIDGE W^IqD W CIONTINUM5 o 0 RIDGE VENT PROVIDE ICE PROTECTION AS PER0 LL R405Z71.1 WHICH CONSISTS OF AT LEAST 2 LAYERS Vll -0111", OF UNMR.LAYMENT _F=XIST. TOP OF RID6E CEMENTED TOGETHER ORA Iv-T SELF-ADHERING POLYMER 12 10 MODIFIED BITUMEN SHEET TO 10 EXTEND A FROEAE'S EDGE TO A MINM. OF V 24" INSIVE t1l) THE EXTERIOR HALL V) LINE OF THE STRUCTURE w PROVIDE R50 BATT ASPHALT SHINGLES To BE INSULATION. SELECTED # OVER 50# BUILDING FELT < TOP PLATE 4x5 ALUMNI UM 61)1 K/ 5x4 ALUMNIUM LEADER To BE SELECTED BY OWNER ON I"X16" FASCIA BOARD (5)2"xl2'1 611x6" ACO K/VENTED SOFFIT REV.: REV.: Y400P P05T C, W KITCHEN LIKING REV.: QxZ,3 f--9 w rs ROOM FORC.H TiU QT ZW DECORATIVE ,—COLUMN WRAP A SELECTED BY z W =z lu < EX15T. FIRST FLOOR a ELEV. 0 v H JUT DZ j cj 'U F:0 V D� lu 0 lu -7 V`no lu 13 TE tD I,,, �!�L -v UA— y p)§Oy v< < �- y P!5 L �>w U-C'V OIL Rix~ 8 OR055 SECTION A-A v ff Z7-W 0 lu 50ALE: 1/4" = 1'-011 < rvROP. Top Or- RIDGE ELEV. +25'-1" 15/4'x14" ML. LVL RIDGE BOARD N/CONTINUOUS RIDGE VENT 0 PROVIDE ICE PROTECTION AS PER O LU X R4105.2.77.1 WHICH Q ck lu lb V.r-,. CONSISTS Or- AT LEAST 2 LAYERS (a OF ATTIC) OF UNDePLAYMENT x I CEMENTED TOGETHER OF., A (0X� OF ATTIC) SELF-ADHERING POLYMER < EXIST. TOP OF RIDGE 12 MODIFIED BITUMEN SHEET TO EXTEND A M FROEAVE'S 10 ❑ F-1ED6E TO A MIN. OF 24" INSIDE THE EXTERIOR WALL LINE OF THE STRUCTURE _ry 12 10 13 ASPHALT SHINGLES TO BE -1 SELECTED PROVIDE 830 BATT PROVIDE R50 BATT OVER 50# BUILDING FELT INSULATION. INSULATION. 4x5 ALUMNIUM GUTTER kq/ lu 5X4 ALUMNIUM LEADER TO LH r\EXIST. TOP PLATE BE SELECTED BY OWNER Z ON I"X&N FASCIA BOARD W/ VENTED SOFFIT r X1-1 NEW EXTERIOR WALLS CONSTRUCTION -2" X 611 P4000 STUDS 0 19)" O.G. PROVIDE R-21 KRAFT FACED BATT INSULATION AND 1/2" INTERIORC) b JU 6YP- BP- (SEE5PECIFICATION AND NOTES) AND 1/2" EXTERIOR PLYNOOD SHEATHING, AIR < INFILTRATION BARRIER AND SIDING AS SHOWN ON ELEVATION5. PROVIM Y2" RISID INSULATION BOARD BEHINIV BRICK VENEER AS INSTALLED PER MANUPAGTUF;MR'S WRITTEN LU rr%EXIST. FIRST FLOOR SPECIFICATIONS. LH ELEV. +11-1.5" LU C) voo IL OR055 5ECTION B-5 U lu SCALE. 11411 = 11-011 T < T < IL r z LU < 7 0 � . ' ^ U I TABLE R&02.5(5) 51 ZE, HEIGHT AND 5PA(SI NO OF WOOD 5TUD5 g TABLE R602.50) ,. TABLE R6012-50) ..�-�--+- FA5TENINO 5CHEDULE FA5TENIN0 5CHEDULE CONTINUED BEARING WALLS NON-BEARING WALLS NUMBER AND tYi'E NUMBER AND TYPE SPAGIN6 OF FASTENERS .] ITE DESCRIPTION OF BUILDING ELEMENTS OF FASTENER a,bc SPAGIN6 AND LOCATION I DESCRIPTION OF BUILDING ELEMENTS OF FASTENER apc INTERMEDIATE MAXIMUM SPACING MAXIMUM SPACING WHEN MAXIMUM SPACING WHEN `•� ..�` ROOF (NGHE5P SUPPORTS C-10 STUD SIZE LATERALLY WHEN 5UPPORTIN5 A 5UPPORTING ONE FLOOR, SUPPORTING TWO FLOORS, MAXIMUM 5PAGIN6 WHEN LATERALLY LATERALLY GVq (INCH!5) UNSUPPORTED STUD ROOF-CEILING ASSEMBLY PLUS A ROOF-GEILIN6 PLUS A ROOF-GEILIN6 SUPPORTING TWO UNSUPPORTED UNSUPPORTED � ,Q `�N N k L 4-601 BOX(2 "X0.113") OR WOOD STRUCTURAL PANEL5,5UBFLOOR,ROOF AND INTERIOR WALL 5HEATHIN6 TO FRAMING AND PARTICLE BOARD HALL (INCHES) BLOCKING BEThEEN GEILIN6.101575 OR RAFTERS 3-601 COMMON(2 Ys"x0.131"),OR HEIGHT Q (FEET) OR A HABITABLE ATTIC ASSEMBLY OR A HABITABLE ASSEMBLY OR A HABITABLE SUPPORTING ONE FLOOR STUD HEIGHT STUD HEIGHT k c .d r W c P. C. 1 TOE'NAIL SHEATHING TO FRAMING[SEE TABLE R602.3(3)FOR WOOD STRUCTURAL PANEL EXTERIOR WALL SHEATHING TO WALL FRAMING] HEIGHT ° (INCHES) ° (FEET) ° (FEET) TO TOP PLATE 8-1001 BOX(2 Y2"x0.128"),OF, bd COMMON(2"X0.113") NAIL (5UBFLOOR,HALL)l F ASSEMBLY, ONLY (INCHES) ATTIC ASSEMBLY (INCHES) ATTIC, ASSEMBLY (INGHES) 3-3"X0,131' NAILS 30 3/rj" -N. 8d COMMON(2 Y2"X0.13]")NAIL(ROOF) b 12 TODD PC N LL,AIA 4-bel BOX(2 4"X0.115") OR 31 '"/ " - I" 801 COMMON NAIL(2Y2"X0.131") 6 12F 2 CEILING J015'f5 TO TOP PLATE 3-Bd COMMON(2 Y2"X0.131");OR PER JOIST,TOE NAIL ' I?E}fit(eieeans Memorial Highway ?7��ur NY 11 res; 3-1001 BOX(2 Y2"X0.128");DR 120 I6d COMMON (3"X0.148") NAIL;OR Suite 3-8"X0.131"NAILS 52 1 Ye" - I Y4" 801 (2 Y2"x0.131") DEFORMED NAIL 6 12 HaFd CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, 4-1001 BOX(3"X0.113") OR OTHER WALL SHEATHING P(631)650-6666 " HEAD 3 LAPS OVER PARTITIONS[scc Serttons Re,02.5 1 ,880232 3-I6d COMMON(3/2'X0.162'7;OR 2 G D 00 6 e 4-3"X0.131" NAILS FACE NAIL 33 I Y2'STRUCTURAL CELLULOSIC FIBERBOARD DIAMETER,OR I"GROWN STAPLE I6 ga., 3 6 F(631)650-6667 and Table R602.5.1 (4)] SHEATHING Y4 L°N6 D o I G 11_, �6' ADC(516)658-0325 CEILING JOIST ATTACHED TO PARALLEL RAFTER 54 �/s2"5TRUG7)RAL CELLULOSIC, FIBERBOARD DIAMETER,OR I"GROWN STAPLE 16 ga., n•a,v•"- 4 (HEEL JOINT], TABLE R802.5.1(4) SHEATHING I Y" ON6 2X4 10 24- Ib- -- 24 IO Ib FACE NAIL [see 5ectlons R802.3.1 ,R802.3.2 and Table R502S.1 (4)] d 1 Y2'GALVANIZED ROOFING NAIL;STAPLE 2X(0 IO 24 24 16 24 2O 24 ' 35 Ys" GYPSUM 5HEATHINo GALVANIZED,I Y2'LONG;1 Y4'S,--RENS, 7 7 ,5s4'e :;% r ,;qti y . " 4-I0d SOX(3"X0.128) OR d TYPEGALVANIZED ROOFING NAIL;STAPLE FOR 51: 1 INCH = 25.4 mm, I FOOT 304.Smrn COLLAR TIE 1'O RAFTER,FAGS NAIL OR I Y4" X 2090. 3-1001 COMMON(3 Y2"X0.146");OR e � 7 GALVANIZED, I /a SCREWS,TYPE H OR 5 a. LISTED HEIGHT ARE DISTANCES BETWEEN POINTS LATERAL 5UPPORT PLACED PERPENDICULAR TO THE PLANE OF THE WALL. BEARING WALLS SHALL BE SHEATHED ON NOT LESS THAN ONE 5 RIDGE STRAP TO RAFTER 4-5"X0.131" NAILS FAGS NAIL EACH RAFTER 3b /e'GYPSUM SHEATHING s �� • r' HOOD STRUSTRUAL PANELS coMB1NAT10N SUBFLooR uNDERLAYMENr To FRAMING 51PF OR BRIDGING SHALL BE INSTALLED NOT GREATER THAN 4 FEET APART MEA5URED VERTICALLY FROM EITHER END OF THE STUD. INCREA5ES IN UNSUPPORTED HEIGHT ARE PERMITTED 3-Ibd BOX NAILS (3 z'XO 135") OR 2 TO TOE NAIL ON OPPOSITE 601 DEFORMED (2"X0.120")NAIL;OR WHERE IN COMPLIANCE WITH EXCEPTION 2 OF SECTION 8602.3.1 OR DESI6NED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. I.vv . 37 s/4" AND LESS, 6 12 b. SHALL NOT BE USED IN EXTERIOR WALLS 3-1001 COMMON NAILS(3"X0.148');OR 601 COMMON(2 Y2"X0.131") NAIL A 6 RAFTER OR ROOF TRUSS TO PLATE 4-lOd BOX(3"X0.128");OR 51DE OF EACH RAFTER OR G. A HABITABLE ATTIC ASSEMBLY SUPPORTED BY 2X4 STUDS 15 LIMITED TO A ROOF SPAN OF 32 FEET. WHERE THE ROOF SPAN EXCEEDS 32 FEET, THE WALL STUDS SHALL BE INCREASED TO '' 4-3"X0.131" NAILSrtw5�I Bd COMMON(2"X0.131") NAIL;OR b 12 2X6 OR THE STUDS SHALL BE DESIGNED IN ACCORDANCE WITH ACCEPTED ENGINEERING PRACTICE. Bd DEFORMED (2 Y2"X0.120") NAIL I l r 4-1601(3�"X0.135'7 0R lod COMMON (5"X0148") NAIL;OR 3-IOcl COMMON(3"X0.148'7;OR TOE NAIL 54 I Ye - 1 Y°" Bel DEFORMED(2 Y2"X0.120") NAIL 6 12 TABLE 8602.10.4- BRAGI NG METHODS 4-IOd BOX(3"X0.128");OR \ ti 4-3"X0.131" NAIL5 FOR 51: 1 inch = 25.4 mm, I Foot = 304.8 mm, I MILE PER HOUR - 0.447 We; I ksi = 6595 MPo CONNECTION CRITERIA 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP RAFTERS OR NETHO175, MATERIAL MINIMUM THIGKESS FIGURE ROOF RAFTERS TO MINIMUM 2" RI06E BEAM 5-I4r2d BOX(3 )2"X0.135") ORFA5TENER5 SPACING a.NAILS ARE SMOOTH-COMMON,BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED.NAILS USED FOR FRAMING AND SHEATHING 2-16d COMMON(3 Y2"X0,1629;OR TOE NAIL CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STREN6TH8 AS SHOWN: 60 K51 FOR SHANK DIAMETER OF 0.192 INCH(2001 8301.2.2. PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN 3-I6d BOX(3"X0.128");OR COMMON NAIL),90 K51 FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LAR6ER THAN 0.177 INCH,AND 100 KSI FOR SHANK EXTERIOR SHEATHING PER WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WNDBORNE DEBRIS. 3-3"X0151"NAILS DIAMETERS OF 0.142 INCH OR LESS. TABLE 9602.3(5) 6"EDGES 12" FIELD WALL b.STAPLES ARE I6 GAGE WIRE AND HAVE A MINIMUM 7/Ib-INCH ON DIAMETER GROWN WIDTH. GS-WSP GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE I6d COMMON(3 Y2"x0.162") 24" O.G.FRGE NAIL a RA LS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPRN5 ARE 48 INCHES OR GREATER. CONTINUOUSLY SHEATHED 3/a REQUIREMENTS OF THE LARGE MISSILE TEST OF ASTM E 1946 AND ASTM E 1886 A5 to d.FOUR-FOOT BY 5-700T OR 4-FOOT BY 4-FOOT PANELS SHALL BE APPLIED VERTICALLY. HOOD 5TRJCTURAL PANEL INTERIOR SHEATHING PER MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR ((� 8 STUD TO STUD(NOT AT BRACED HALL PANELS) e.SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON TABLE 8602.3(2). TABLE RbO2.3(I)or 8602.3(2) VARIES BY FASTENER WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN IMPACT-RESISTING 5" (3"X0.128"J;OR N Ib"O.G.FADE NAIL f.WHERE THE ULTIMATE DESIGN WIND SPEED 15 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO 3"X0.131")NAILS CABLE END WALL FRAMING SHALL BE SPACED 6 IW-HES ON CENTER WHERE THE ULTIMATE DE516N WIND SPEED 15 GREATER THAN 150 MPH, O STANDARD OR ANSI/DASMA 115. (SEE TABLE BELOW) I6d BOX(3 Yz"X0.135");OR NAILS FOR ATTACHING PANEL ROOF 5HEATHIN6 TO INTERMEDIATE SUPPORTS SHALL BE BE 5PACED b INGHE5 ON CENTER FOR MINIMUM 48 INCH N STUD TO STUD AND ABUTTING STUDS AT INTERSEGTIN6 HALL 16X0 OX NAILS l2"O.G.FAGS NAIL P15TANCE FROM RIPOE5,EAVES AND GABLE END WALLS;AND 4 INCHES ON CENTER TO GABLE END WALL FiRAMIN6. �- EXCEPTION: CORNERS TU BRACED WALL PANELS) 6YP5UM SHEATHING SHALL CONFORM TO ASTM G 134b AND SHALL BE IN5TALLED IN A-CORDANGE WITH CA 253.FIBERBOARD SHEATHING 111 by 4 SHALL CONFORM TO ASTM G 208. C,5-6 WOOD STRUCTURAL PANELS WITH A THICKNESS OF NOT LESS THAN -Y, INCH AND A z # Ibd COMMON(5 Yz"X0.162") 16 O.G.FADE NAIL CONTINUOU5LY SHEATHED 3 ii SEE METHOD C54,1517 SEE METHOD C,5-W5P SPAN OF NOT MORE THAN 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION. h. SPAGIN6 OF FASTENERS ON FLOOR SHEATHING ED6E5 APPLIES TO PANEL EDGES SUPPORTED SY FRAMING MEMBERS AND REQUIRED IU HOOD STRUCTURAL PANEL /g Q V I6d COMMON(8 Y2"X0.162") Ib"O.G. EACH EDGE FAGS NAIL BLOCKING AND AT FLOOR PERIMETERS ONLY.5PAGIN6 OF FASTENERS ON ROOF SHEATHING PANEL ED6E5 APPLIES TO PANEL EDGES Z ADJACENT To 6ARA6E PANELS SHALL BE PRECUT AND ATTACHED TO THE FRAMING SURROUNDING THE - 10 BUILT-UP HEADER(2" TO V HEADER WTH Y2" SPACER) SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL ED6ES PERPENDICULAR TO H OFENIN05 OPENING CONTAINING THE PRODUCT WITH THE GLAZED OPENING. PANELS SHALL BE A I6d BOX(3X2"X0.135") 12"O.G EACH EDGE FACE NAIL THE FRAMING MEMBER5 NEED NOT 515 PROVIDED EXCEPT AS REQUIRED BY OTHER PROV1510N5 OF TH15 GODS, FLOOR PERIMETER SHALL BE PREDRILLED AS REQUIRED FOR THE ANCHORAGE METHOD AND SHALL BE SECURED U1 SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. 5-6d BOX(2Y2"X0.113");OR t WHERE A RAFTER 15 FASTENED TO AN ADJACENT PARALLEL GEILIN6 J015T IN ACCORDANCE WITH THI5 SCHEDULE,PROVIDE TWO TOE NAILS 111 WITH THE ATTACHMENT HARDWARE PROVIDED. ATTACHMENTS SHALL BE DESIGNED TO 4-8d COMMON(2 Yz"X0.131");OR TOE NAIL ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE GEILIN6 JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. 7HE TOE NAIL ON Coll II CONTINUOUS HEADER TO STUD 4-IOd BOX(5"X0.128" THE OPPOSITE SIDE OF THE RATER SHALL NOT BE REOUIRED. N RF-5157 THE GOMPONET AND CLADDING LOAD5 DETERMINED IN ACCORDANCE WITH z cl) EITHER TABLE R501.2(2) OR ASCE -i, WITH THE PERMANENT CORROSION-RESISTANT Ibd COMMON(3 Y2"XO.Ib2") 16"O.G.FACE NAIL O C,5-PF 7�bii SEE SECTION R602.10.6.4 SEE SECTION 8602.10.6.4 ATTACHMENT HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED ON THE CONTINUOUSLY SHEATHEDit 12 Tot'PLATE TO TOP PLATE 10d BOX(3"XO.126");OR TABLE R8O2.11 RAFTER OR TRUSS UPLIFT GONNEGTION FORGES Z PORTAL FRAME BUILDINCC. ATTACHMENT IN ACCORDANCE WITH TABLE 83012.1.2 15 PERMITTED FOR nm � J 0 o 5"x0.181'7 NAILS 12"O.C.FACE NAIL a.ba.d.e.f,a.h Z 1 Ej 1BUILDINGS WITH A MEAN ROOF HEIGHT OF 45 FEET OR LESS WHERE THE ULTIMATE p o F FROM Nl ND (ASD) (POUNDS PER GONNEGTI ON) DESIGN WIND SPEED, 15 180 MPH OR LESS. 8-Ibd COMMON(3 2"X0 I62"9;OR EXF05URE B O I Yz" to X 0.12 da. $w° IU BOX(3 Ys"X0.135');08 TAE3LE RSO I.2.I.2: HINDBORNE DEBRIS PROTECTION FA5TENIN '�o~�'°V° ' � 7 Q DOUBLE TOP PLATE SPLICE FOR SDGs A-D2 HITH SEISMIC 12-10d BOX(3"X0.125");OR FACE NAIL ON EACH SIDE OF ii (for Y2" thick sheathing) O a OO BRACED HALL LINE SPAGIN6<25' ULTIMATE DESIGN WIND SPEED Vult (mph) d Y2 or 25/g2�� for I /<" Ion x 0.12 dia. 12-3"X0.131" NAILS END JOINT(MINIMUM 24" LAP C,5-5FB ss g 3"EDGES b" FIELD SCHEDULE FOR WOOD STRUCTURAL PANELS SPLICE LENGTH EACH 5IDE OF RAFTER OR ROOF SPAN 130 mph 140 mph GONTINUOU5LY SHEATHED I'i clxi7'I'um 16"� (for /s2" thick is or fn9) r z Q z v=O m p p galvanized roofing nails or 801 common z w V m z O F N 13 END JOINT) TRU55 SPACING (FEET) STRUCTURAL FIBERBOARD �' w Q z Q DOUBLE TOP PLATE 5PLIGE SPVs D0,DI,OR R2;AND stud 5 0C,in !2 Y2" long X 0.131" 011°1 Halls FASTENER SPACING a F _ BRACED WALL LINE-5PAGIN0>25' 12-I6d (3 Y2"X0.135'7 ROOF PITCH ROOF PITCH p g NUwQO <5:12 >5.12 <5:12 >5:12 FASTENER TYPE 4 FOOT 6 FOOT PANEL 5PAN < PANEL SPAN < PANEL SPAN �wQz�v�z v I6d COMMON(3 Y2"x0.162") 16"O.G.FACE NAIL 12 C,5 88 122 113 FOR 51: 1 INCH = 25.4 mm, I FOOT = 304.bmm, I degree 0.0175 rad, I pound per square foot=4-1.8 N/mz, I mile per hour 0.447 m/s. 4 FOOT < 6 FOOT < 8 FOOT ' Q o bmo BOTTOM PLATE TO JOINT,RIM JOIST, BAND JOIST OR IS 122 112 157 146 _ z 1 F- 14 w V I6d BOX(3Yz"X0.135");OR a. Adhesive attachment of wall sheathing including Method GB, shall not be permitted in Seismic Design Categories G Do, DI and D2 NO. 8 WOOD SCREW ° I� BLOCKING(NOT AT BRACED WALL PANELS) 12"O.G.FACE NAIL 24 14ol 137 192 1"18 Q d�-�,F= _ s"x0.1-1")NAILS b. Applies to panels next to garage door opening Where supporting gable end Wall or roof load only. Shall only be used on one wall o 28 167 153 216 200 BASED ANCHOR WITH 2 5-16d Box(3 Y2"x0.155");OR 3 EACH I6" O.G.FACE NAIL 12 O.G. 52 185 170 240 222 of the garage. In Selsm7c Design Categories DO, D1, and D. roof covering dead load shall not exceed 3 psF. INCH EMBEDMENT LENGTH c. tiara e openings °cent to a Method GS-6 ane" shall be provided with a header in accordance With Table 8602.5 (I). A full ' ��< l5 BOTTOM PLATE TO JOINT,RIM J015T,BAND JOIST OR 2-I6d COMMON(3/2'X0 162");OR 2 EACH Ib"O.G.FAG) NAIL 36 203 186 264 244 g g J p p o o o Q Q BLOCKING(AT BRACED HALL PANELS) 4-5"X0.131" NAILS 4 EACH Ib"O.G.FACE NAIL 42 230 211 500 278 height clear Opening Shall not be permitted to a Method CS-0 panel a w N w NO. 10 WOOD SCREW Q o iL z m .273- 2 Cl. Method GS-,5does not apply In Seismic Deslgn Categories Do, DI , D.2. T tL o z w o 4-&1 Box(2 "x0.113°),ORBASED ANCHOR WITH 2 16 12 9 FL T N�p i -V 12 126 117 162 150 e Method applies to detached one, and two-family dwellings in 5elsmiG Design Categories DOthrough D2only. Fw_ttl aQ 18 Ib2 149 209 iq4 INCH EMBEDMENT LENGTH v a v� y w v�a N Q ft- 5-16d BOX(3 Y2 X0.135");OR w >L p W' 4-lo COMMON(2 Y2"X0.131"),08 TOE NAIL O IL w F v_Q m V _ Y4 INCH LAO SCREW �uNOQQJaV�O 4-1001 BOX(3"x0.126");OR 24 98 12 2 BASED ANCHOR WITH 2 I6 I6 �' <a U-0 z z M IU MA Ib TOP OR i5OTtOM PLATE TO STUD iL 4-3" X O.I51 NAIL5 28 222 203 28-1 266 TABLE 8602.1 O.5 I b" O.G. 32 246 226 319 295 16 z 3-Ibd BOX(3 �"X0.135'7;OR Q �_ ° 2-I6d COMMON(3/2'X0.162");OR END NAIL 36 2-0 247 351 325 MINIMUM LENGTH OF BRACED WALL PANELS INCH EMBEDMENT LENGTH""' 5-I6d BOX(3"x°.12611);OR 42 306 281 399 370 VW 5-3"Xo 131"RAILS, 48 343 314 447 414 METHOD MINIMUM LENGTH Q Q T p'p Q Ii Qq 4 (INCHES) CONTRIBUTING y y�X y F�0.'y 3-I6d BOX(3"X0.126");OR EXPOSURE G ADJACENT CLEAR WALL HE16HT LENGTH a. THI5 TABLE 15 BASED ON 180 MPH ULTIMATE ► Q Q t N O a 1 O S D 1-1 TOP PLATES,LAP5 AT GORNER5 AND INTERSECTIONS 2-Ibd COMMON(3 Y2 X0,162");OR OPENING HEIGHT (INGHE5) DESIGN WIND SPEED ANDA 33 FOOT MEAN ROOF 3-3"XO 131"NAILS FACE NAIL B FEET ,1 FEET 10 FEET II FEET 12 FEET ULTIMATE DESIGN WIND 5PEED Vult (mph) (INCHES) 3-8d BOX (2 2130 mph 140 mph 'X0.113'7;OR RAFTER OR ROOF SPAN C,5-W5P i64 24 Zl 30 33 36 ACTUAL HEIGHT. Q � < b. FASTENERS SHALL BE INSTALLED AT OPP0511�1G V V 2-601 COMMON(2 Y2"xo 131");OR TRUSS SPACING (FEET) 16 r' BRAGS TD EACH STUD AND PLATE 2-iod BOX(3"X0.125'7;OR FACE NAIL ROOF PITCH ROOF PITCH ENDS OF THE WOOD STRUCTURAL PANEL. 2 STAPLES 13/4" FASTENERS SHALL BE LOCATED NOT LESS THAN 3-Sd B2ox x0.113 ;OR <5:12 ?5:12 <5:12 15:12 2-Sd COMMON(2 Y2"x0.131');OR 12 161 151 198 186 INCH FROM THE EDGE OF THE PANEL. 19 I" X 6" SHEATHING TO EACH BEARING :2-10d BOX(3"X0.125");OR FADE NAIL TABLE R507,2 C. ANCHORS SHALL PENETRATE THROUGH THE 2 STAPLES, I"GROWN, 169a.,1 3/4"LONG 18 224 256 :25q 25 257 2429 317 298 DECK LEDGER GONNEGTION TO BAND JOISTa), EXTERIOR WALL GOVERINO WITH AN EMBEDMENT 5-BdCOX (2 "x0.1"3");08 28 9 28269 358 335 (DECK LIVE LOAD=40 PSF, DECK DEAD LOAD=10 PSF, 5N01^I LOAD < 40 PSF LENGTH OF NOT LESS THAN 2 INCHES INTO THE 3-Bd COMMON(2 Y2"X0.131");OR 12 O.G. 32 32 299 �7b 73 3-10d BOX(3"xo 1295");OR - BUILDINO FRAME. FASTENERS SHALL BE LOCATED 3 STAPLES, I"GROWN, Ibga.,l 5/4" LONG 36 353 32-1 438 411 CONNECTION DETAILS JOIST SPAN NOT LESS THAN 2 y2 INCHES FROM THE EDGE QF THE W TO 14' 14 42 402 375 499 468 b' AND LE55 b' I" TO 8' 8'I"To Io' 10'1 TO 12' 12'1 '1" To Ib' 16'1 TO 18' 20 I" X 6" AND HIDER SHEATHING TO EACH BEARING WIDER THAN I" X S" FACE NAIL CONCRETE BLOCK OR CONCRETE. 44550 420 560 524 ON-CENTER SPACING OF FASTENERS 4-ed Box(2 4"x2.2"3'7;0R 8 12 214 201 263 24-7 2 INC-4 DIAMETER LAG SCREW cd d. PANELS ATTACHED TO MASONRY OR v z 3-10 c OX MI (2/2"x1);O 1;OR 18 R42-7 77 259 342 322 HITH� INCH MAXIMUM SHEATHING 3O 23 Ia 25 13 II 10 MASONRY/STUCCO SHALL BE ATTACHED USING O O 3-1001 BOX(3"X0.126");OR g 2 D 3 22 9 ; ING4 DIAMETER BOLT WITH INCH Q F- 4 STAPLES,I"GROWN, Ibga.,l /4'LONG d 36 3b 34 29 24 21 19 VIBRATION-RESISTANT ANCHORS HAVING AN FLOOR Ib" O.G. 28 84 358 476 446 MAXIMUM SF+EATHIN6 Z 32 398 529 496 ING•f DIAMETER BOLT WITH 1-]NGH ULTIMATE WITHDRAWAL CAPACITY OF NOTLE554-Sd BOX(2 j"X0.113');OR MAXMUM 5HEATHIN6e 3b 3b 29 24 21 16 I6 3-801 COMMON(2 Y2"X0.131");OR36 6q 438 583 547 THAN 1,500 POUNDS. 1- V 21 JOIST TO 51L.L,TOP PLATE OR GIRDER TOE NAIL 42 535 499 664 622 FOR 51, I Inch = 25.4 mm, I Foot =3048 mm, I pound per square Foot = 0.0474 kPa 3-1001 BOX(3"x0.125");OR a. Ledgers shot I be,flashed in accordance with Section R'103.4 to prevent water from contracting the house band joist. Z 3-3"XO 131"NAILS 48 599 559 -745 697 b.snow load shall not be assumed to act concurrently with live load. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS* A5 PER O 501 Box(2 "XO.I13') 4" O.G. TOE NAIL e. The tip of the lag screw shall fully extend beyond the inside face of the band foist. F� TABLE R501.7 OF THE 2015 INTERNATIONAL RESIDENTIAL CODE 22 RIM JOIST,BAND J015T OR BLOGKIN6 TO SILL OR TOP Sd COMMON(2 Y2"X0.131");OR FOR SI: 1 INCH 25.4 mm, I FOOT 304.8mm I MILE PER HOUR= 0.447 m/s d. Sheathing shall be wood structural panel or solid sown lumber W X PLATE (ROOFAPPLICATIONS ALSO) I6d BOX OR 6" O.G. TOE NAIL 2 e.sheathing shall be permitted to be wood structural panel,gypsum board,fiberboard, lumber or foam sheathing. 3"x0131"NAILS I POUND =0.454kg, I POUND PER SQUARE FOOT = 47.a N/m , I pif 14.6 N/m 60 to 1/2-inch thickness of stacked washers shall be permitted to subetltute for up to 1/2-inch of allowable 5TRUGTURAL MEMBER ALLOWABLE U Q W 0 o. ;o eheatning thickness where combined with wood panel or lumber sheathing. DEFLECTION 2-601 COMMON(2 Yz"xo.i5r);OR o. THE UPLIFT CONNECTION FORGES ARE BASED ON A MAXIMUM 33 FOOT MEAN ROOF 23 1" X 6" 5USFLOCI;R OR Lr5S TO EACH J015T 5-I0d 130X(511x0128");OR FACE NAIL HEIGHT AND WIND EXPOSURE CATEGORY B OR G. FOR EXPOSURE D, THE UPLIFT RAFTERS HAVING SLOPES GREATER THAN 3/12 L/180 2 STAPLES,I"GROWN, I6go.) 5/4'LONG TABLE 8507.2.1 WITH NO FINISHED CEILING ATTACHED TO 1 CONNECTION FORGE SHALL BE SELECTED FROM THE EXPOSURE G PORTION OF THE dJ 5-I6d BOX(3 'x0.i35");OR TABLE USING THE NEXT HIGHEST TABULATED ULTIMATE DESIGN WIND SPEED. THE PLACEMENT OF LAO SCREWS AND BOLTS IN DECK LEDGERS AND BAND JOISTS RAFTERS p Y2 24 2" SUBFLOOR TO JOIST OR GIRDER BLIND AND PAGE NAIL ADJUSTMENT COEFFICIENTS IN TABLE 8301.2(3) SHALL NOT BE USED TO MULTIPLY THE 2-Ibd COMMON(5/2'X0.162") INTERIOR WALLS AND PARTITIONS H/180 3-I6d BOX(3/2'X0.155");op. AT FORGES FOR EXPOSURE G AND D OR FOR THE OTHER MEAN ROOF MINIMUM END AND EDGE DISTANCES AND SPAGINC� BETWEEN ROWS 25 2" PLANKS(PLANK & BEAM -FLOOR $ ROOF) AT EACH BEARING,FAGS NAIL FLOORS L/3b0 2-I6d COMMON(5/2'X0.162") HEIGHTS. TOP EDGE BOTTOM EDGE ENDS ROW SPACING 3-I6d COMMON(3 °x0.162") ".THE UPLIFT CONNECTION FORGES INCLUDE AN ALLOWANCE FOR ROOF AND CEILING GEILIN6 WITH BRITTLE FINISHES (INCLUDING L/360 1!1TL�J 26 BAND OR RIFT J015T TO JOI5T 4-lo Box(51xo.128");OR ASSEMBLY DEAD LOAD OF 15 PSF. LEDGER° 2 INGHE5" 3/4 INCH 2 INGHE5" 15/e INCHES" PLASTER AND STUCCO) 4-8"X0.131" NAILS;OR END NAIL c. THE TABULATED UPLIFT CONNECTION FORGES ARE LIMITED TO A MAXIMUM ROOFCEILINGS WITH FLEXIBLE FINISHES (INCLUDING L/240 4-3"X 149a. STAPLES,4"GROWN OVERHANG OF 24 INCHES. BAND J015T 5/4 INCH 2 INCHES 2 INGHE5b 15/ INGHES" NAIL G 5 o OHS: d. THE TABULATED UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE 5 GYPSUM BOARD) 20d COMMON(4"X0.1,12");OR 52"0.6 AT TOP AND BOTTOM AND STAGGERED MULTIPLIED BY 0.75 FOR CONNECTIONS NOT LOCATED WITHIN 8 FEET OF BUJLDING FOR 51: I ]NGH=25,4 MM ALL OTHER STRUCTURAL MEMBERS L/240 I6d BOX(3"X0.125");OR 24" O.G.FACE NAIL AT TOP CORNERS. a. LAG 5GREW5 OR BOLTS SHALL BE STAGGERED FROM THE TOP TO THE BOTTOM ALONG THE HORIZONTAL RIJN OF THE DECK LEDGER IN ACCORDANCE WITH FIGURE R5072.1(1). In. MAXIMUM 5 INCHES- EXTERIOR WALLS - WIND LOAD° WITH PLASTER OR H/360 27 WILT-UF GIRDER5 AND 5F-At2-INCH LUMBER LAYERS 3"X0,131"NAILS AND BOTTOM 5TA66ERED ON e. FOR BUILDINGS WITH HIP ROOFS WITH 5:12 AND GREATER PITCH, THE TABULATED G. FOR ENGINEERED RINJOISTS,THE MANUFACTURER'S RECOMMENDATIONS SHALL GOVERN. STUCCO FINISHES OPPOSIT UPLIFT CONNECTION FORGES SHALL BE PERMITTED TO BE MULTIPLIED BY 0.'70. THIS Cl. THE MINIMUM DISTANCE FROM BOTTOM ROW OF LAG SCREWS OR 5OLT5 TO THE EDGE OF THE LEDGER SHALL BE IN ACCORDANCE WITH F16URE R507.2.1(U. �� l l ! AND: FACE NAIL AT ENDS AND REDUCTION SHALL NOT BE COMBINED WITH ANY OTHER REDUCTION IN TABULATED 7: V EXTERIOR WALLS - WIND LOADS° WITH OTHER H/240 Z - 2-20d COMMON(4"X"1;OR OR AT EACH 5PLIGE FORGES. BRITTLE FINISHES O 3-1001 BOX(3"X0.125");08 X 3-3"x0.131"NAILS f. FOR WALL TO WALL AND WALL TO FOUNDATION GONNEGTION5, THE UPLIFT TABLE: R402.1.4 - 2015 INTERNATIONAL ENEROY CONSERVATION CODE a d 'yam 4-1601 BOX(3�"X°.155")QR CONNECTION FORGE SHALL BE PERMITTED TO BE REDUCED �BY 60 plf FOR EACH FULL EXTERIOR WALLS - WIND LOADS WITH FLEXIBLE H/1202 �- 263-I6d COMMON(3Y2"XO.Ib2");OR AT EACH Jo 15T OR RAFTER, WALL ABOVE. EQUIVALENT U-FACTORS FIN15HE5. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4_1001 BOX(3"X0.128");OR FAGS NAIL J� 4-5"X0.151 NAILS g. LINEAR INTERPOLATION BETWEEN TABULATED ROOF SPANS AND WIND SPEEDS LINTELS 5UPPORTING MASONRY VENEER WALLS- L/600 (� - SHALL BE PERMITTED. CLIMATE ZONE NOTE: L=SPAN LENGTH, H=SPAN HEIGHT 29 BRO(SIN6 TO J015T 2-]Od (3"X0.128") EACH END,TOE NAIL h. THE TABULATED FORGES FOR A 12-INCH ON CENTER SPACING SHALL BE PERMITTED FENESTRATION 5GYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT WALL CRAWL SPACE a. FOR THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS v, J- TO BE USED TO DETERMINE THE UPLIFT LOAD IN POUNDS PER LINEAR FOOT, U-FACTOR U-FACTOR U-FACTOR U-VALUE U-VALUE U-VALUE U-VALUE WALL U-VALUE HEREIN, THE WIND LOAD SHALL BE PERMITTED TO BE TAKEN -�Z AS 0.7 TIMES THE COMPONENT AND CLADDING (ASD) LOADS L 4 EXCEPT0.026 0.060 O.000 0.047 0.059 0065 . OBTAINED FROM THE TABLE 83012(2). MARINE 0.35 0.55 b. FOR CANTILEVER MEMBERS, L SHALL BE TAKEN AS TWICE 1-� LJ- TABLE R6O2.B(B) 5 AND THE LENGTH OF THE CANTILEVER. Z WOOD PANEL WALL 5HE,ATHINO FA5TENINO 5CHEDULE a,bc MARINE 4 0.32 0.55 0.026 0.060 0.082 0.033 0.050 0.055 c. FOR ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN O MINIMUM NP,IL MINIMUM WOOD MINIMUM NOMINAL MAXIMUM WALL PANEL NAIL 5PAGING ULTIMATE DEeION HIND ROOFS OR WALLS OF 5UNROOM ADDITIONS OR PATIO STRUM V40_ PANEL THIOMINAL STUD 5PAGING SPEED V (MPH) S MAX. AS MAX. COVERS, NOT SUPPORTING EDGE OF GLASS, THE CONTINUOUS O PROPOSED AS WAX. I.F.-V.IPA5 MIN. A5 MIN. AS MIN. N/A AS MIN. ALUMINUM 5TRUGTURAL MEMBERS SUPPORTING EDGE OF n < PENETRATION PANEL 5PAV (INCHES) (INCHES) EDCGE5 FIELD WIND EXPOSURE CATE60RY -Y.I.F• -V•I.F. D- 51ZE (INCHES) RATING (INCHES O.G) (INCHES O.G.) B C O GLASS, THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED bd COMMON 1.5 24/0 3/5 b 6 12 140 115 IIO L/175 FOR EACH OLASS LITE OR L/60 FOR THE ENTIRE (2.0"X0.113") 6d COMMON Ib 6 12 170 140 155 TABLE: R402.1.2 - 2015 INTERNATIONAL ENERGY CONS=RVATION CODE LENGTH D THE MEMBER, WHICHEVER IS MORE STRINGENIT. 1.75 24/16 7/ib FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF (a.5°xo.151°) 24 1 b 12 140 115 110 5UNROOM ADDITIONS OR PATIO COVERS, THE TOTAL LOAD �} FOR SI; I inch = 25 4 mm, I MILE PER HOUR- 0.447 m/s INSULATION AND FENESTRATION REOUIREMENT5 BY COMPONENT DEFLECTION SHALL NOT EXCEED L/120. v _Z a. PANEL STRE146TH AXIS PARALLEL OR PERPENDICULAR TO SUPPORT. THREE-PLY PLYHOOD 5HEATHIN6 WITH STUD 5PAGING MORE THAN Ib" d. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM ON CENTER SHALL BE APPLIED HITH PANEL 5TRENOTH AXI5 PERPENDICULAR TO SUPPORT. MAXIMUM GLAZEDMINIMUM BOARD FINISH SHALL BE LIMITED TO AN ALLOWABLE In TABLE BASED ON HIND PRE55URE5 ACTINW G TOWARD AND AWAY FROM BUILDING SURFACES IN ACCORDANCE HITH SECTION 83012 DEFLECTION OF WOO. Q LATERAL BRAGIN6 REQUIREMENTS SHALL BE IN ACCORDANCE HITH SECTION R602.10. CLIMATE ZONE FENESTRATION SKYLIGHT FENE5TRA71ON CEILING WALL MASS WALL FLOOR BASEMENT WALL BLAS R-VALUE CRAWL 5PAGE e. REFER TO SECTION 8703.8.2. c. WOOD STRUCTURAL PANELS WITH SPAN RATINGS OF HAL.SH OR WALL-24 SHALL BE PERMITTED iE AN ALTERNATE A 4116 SP WITH 7 24. U-FACTOR" U-FACTOR SHOO R-VALUE R-VALUE R-VALUE' R-VALUE R-VALUE e 4 DEPTH d WALL R-VALUE e SPAN RATING. PL�'WOOD SIDING RATED Ib O.G.OR 24 O.G.SHALL BE PERMITTED A5 AN ALTERNATE TO PANEL5 WITH A 24/16 SPAN iZ471N6. WALL-Ib AND PLYWOOD 51DING 16 O.G. SHALL BE USED WITH 57UD5 SPACED NOT MORE THAN Ib" ON CENTER. 20 OR 10 CONT. OR 10 DONT. OR ry W 4 EXCEPT 0.35 0.55 . 0.40 4Q h 205 Ig 10 / 2FT. MARINE 13 + 5 13 CAVITY 15 CAVITY z M 5 AND20 OR 15 CONT. OR 15 CONT. OR �- MARINE 4 0.32 0.55 NR 4C, 13 + h 13/11 309 19 CAVITY 10 / 2FT. lei CAVITY d) M ' 5 AS MAX. A5 MAX IL ll- Q z PROPOSED A5 MAX. -V.I.F. AS MIN. AS MIN. AS MIN. AS MIN. N/A AS MIN. A5 MIN. .. lul '� REFER TO CODE BOOK FOR SUPPLEMENT LETTER FOOT NOTES 7 p ._ SEALANT $'' CONTINUO B _ N- Pd =�,E. MANUFACTURED THIN-PROFILE �" <. x c I : T c Y c. ISTING ATTIC VENTILATION BAFFLE VENTED AIR SPACE OOR ASSEMBLY (FULL WIDTH /-�TTIG INSULATTON ' 1 Y21, RI Ip TODD O'CONNELL,AIA ION TABLE R402.4.1.1 - AIR BARRIER AND INSULATION INSTALLATION 1200 kleterans Memorial Highway CONTINUOUS MINIMAL AMITY I- ELEVATION COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA H'II Suite NY 11-/8 8 EXPANDING FOAM AT PT CAVITY INSULATION l��a rJ,, WINDOW PH?IMETI=R ;-:7NySULAT ANDIN6 FOAM AROUND A CONTINUOUS AIR BARRIER SHALL BE IN5TALLED F'(631) SECTION THE PERIME=TIER OF LOOSELY IN THE BUILDING ENVELOPE 650-6666 Ulf RI61P INSULATION HTINUOUS BEAD GENERAL KEOUIREMENT5 THE EXTERIOR THERMAL ENVELOPE CONTAINS A AIR- PERMEABLE INSULATION SHALL NOT BE USED AS F(63"1)650:6667 FILING GYPSUM BOARD SEALANT CONTINUOUS AIR BARRIER A SEALING MATERIAL A5 AIR BARRIER " RIGID INSULATION BREAKS OR JOINTS IN THE AIR BARRIER SHALL BE {5158-{35 EXISTING BAND JOIST INSULATION SEALED ,. �,;F NTINUOUS BEAD RETROFIT WITH 1 1/Z RIGID INSULATION XTERIOR INSULATED $+ �. I I INDOW UNIT AS OF SEALANT WA-L THE AIR BARRIER IN ANY DROPPED CEILING/SOFFIT 4-00300 9cale:3/4• ■ I-0 CEILING / ATTIC SHALL BE ALIGNED WITH THE INSULATION AND ANY THE INSULATION IN ANY DROPPED CEILING/SOFFIT ^ AIR BARRIER NTINUOU5 BEAD GAPS IN THE AIR BARRIER SHALL BE SEALED OF `SEALANT THIN-FROMI-M ATTIC SAVE 5AI•PLL AND VENT SHALL BE ALIGNED WITH THE AIR BARRIER , ACCESS OPENINGS, DROP DOWN STAIRS OR KNEE fo��-�T 7- CONTIN000S MINIMAL WALL DOORS TO UNCONDITIONED ATTICS SPACES i EXPANDING FOAM AT NTINUOUS MINIMAL 5-01004 scale:3/4" = 1'-0' SHALL BE SEALED :7 h�EL Com' WINDOW PERIMETER EXPANDING FOAM AT WINDOW PERIMETER THE JUNCTION OF FOUNDATION AND SILL PLATE TO CAVITIES WITHIN CORNERS AND HEADERS OF FRAME BE SEALED. WALLS SHALL BE INSULATED BY COMPLETELY FILING THE r; I ,j . Ln CONTINUOUS BEAD �' GYPSUM BOARD ANUFAGTURED PZ LIGHT WALLS THE JUNCTION OF TOP PLATE AND THE TOP OF CAVITY WITH A MATERIAL HAVING A THERMAL RE5157ANOE �.r I" OF R-5 PER INCH MINIMUM �. c- ,w. N SEALANT X4 BLOCKING ENCLOSURE EXTERIOR WALLS TO BE SEALED EXTERIOR THERMAL ENVELOPE INSULATION FOR FRAMED - ATTIC INSULATION :' EILIN6 JOISTS WALLS SHALL BE INSTALLED IN SUBSTANTIAL GONTAGT '. NTINUOUS BEAD ' • KNEE WALLS SHALL BE SEALED OF ADFf ZSWE AND CONTINUOUS ALIGNMENT WITH THE AIR BARRIER - NTIN0005 BEAD INDOW UNIT A5 -� OF SEALANT AIR BARRIER WINDOWS, 5KYLICHT5, AND DOORS NSULATI=D EXTERIOR THE SPACE BETWEEN WINDOW/DOOR JAMBS AND WALL FRAMING, AND 5KYLIGHTS AND FRAMING SHALL BE CONTINUOUS MINIMAL —EXTERIOR WALL 5EALED EXPANDING FOAM AT SHEATHING (� XPANDIN6 FOAM SEALANT � WINDOW PERIMETER AT PERIMETER 2-STUD CORNER WITH Ix4 BACKER NTINUOUS BEAD RIM JOIST RIM JOIST SHALL INCLUDE THE AIR BARRIER RIM JOIST SHALL BE INSULATED N OF SEALANT „ CONTINUOUS ]BEAD YWALL CEILING FLOOR FRAMING CAVITY INSULATION SHALL BE INSTALLED #O SEALANT 5-00006 ab,3/4' ■ 1'-O' "-----RECESSED LIGHT FIXTURE FLOORS (INCLUDING ABOVE GARAGES ri THE AIR BARRIER SHALL BE INSTALLED AT ANY TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE V CANTILEVERED FLOORS) F-XP05EV EDGE OF INSULATION OF 5UBFLOOR DECKING, OR FLOOR FRAMING CAVITY 1- NTIN000S BEAD INSULATION SHALL BE PERMITTED TO E3E IN CONTACT WITH - -1 ONTINUOUS BEAD OF ADHESIVE ° OF SEALANT AIRSEMJNSATFfta5WLA5M71R51HATIC, THE TOP 51PE OF 5HEATHING, OR CONTINUOUS INSULATION Z � NTINUOUS BEAD INSTALLED ON THE UNDERSIDE OF FLOOR FRAMING AND NTINUOUS SILL SEALER OF SEALANT EXTENDS FROM THE BOTTOM TO THE TOP OF ALL Z -FULL WIDTH OF MUD5ILL ONTINUOU5 BEAD 3d20M Scala.3/4" ■ I'-0• " OF ADHESIVE PERIMETER FLOOR FRAMING MEMBERS CRAWL SPACE WALLS —FOUNDATION WALL NTINUOUS BEAD EXPOSED EARTH IN UNVENTED CRAWL SPACES TO WHERE PROVIDED INSTEAD OF FLOOR INSULATION, AS AIR BARRIER OF SEALANT BE COVERED WITH A CLASS I VAPOR RETARDER INSULATION 5HALL BE PERMANENTLY ATTACHED TO THE � �',l�� WITH OVERLAPPING JOINTS TAPED CRAWL SPACE WALLS a °�x z NGRETE SLAB A5 ° a AIR BARRIER SHAFTS / DUCT SHAFTS, UTILITY PENETRATIONS, AND FLUE SHAFTS OPENING TO EXTERIOR OR LL w z a FLOOR ASSEMBLY LOGKIN6 AS REQUIRED PENETRATIONS p o ° UNCONDITIONED SPACE TO BE SEALED a F <13 Q } GYPSUM BOARD BOX a ° CONTINUOUS BEAD NTINUOUS BEAD ENCLOSURE NARROW CAVITIES BATTS IN NARROW CAVITIES 5HALL BE GUT TO FIT, OR w W�N z o�`�' * m F SEALANT OF SEALANT NARROW CAVITIES SHALL BE FILLED BY INSULATION THAT a ATTIC INSULATION ON INSTALLATION READILY CONFORMS TO THE AVAILABLE W w a o z o aGEILINGJ015 a-�_*-'Y NTINUOUS BEAD CAVITY SPACE z w ~ GARAGE SEPARATION AIR SEAL BETWEEN GARAGE AND CONDITIONED ,� o w g 0 OF SEALANT SPACE ► i a m~ 0 NTERIOR 6YM5UM o ,� o u 4 A o WALLBOARD A5 BARRIER ' RECESSED LIGHT FIXTURES INSTALLED IN THE RECESSED LIGHT FIXTURES INSTALLED IN THE a Q '~Q Z O 3. �• RECESSED LIGHTING BUILDING THERMAL ENVELOPE SHALL BE SEALED BUILDING THERMAL ENVELOPE SHALL BE 5EALED 4v wr CONCEPTUAL AIR 5ErALINO 5TRATEGY // CONCEPTUAL ,SIR 5EALINO 5TRATE5*"( // MIN NL TO THE DRYWALL AIR TIGHT AND IG RATED zW Nt7,.3 LOWER HALL SECTION UPPER MALL SECTION AT S OOK�1�5T ° ,�o�N a Q PLUMBING AND WIRING BATT INSULATION 5HALL BE OUT NEATLY TO FIT F a o L i i� II I II 5-0�II ale:3/4' ■ I'-0' U N� p AROUND WIRING AND PLUMBING IN EXTERIOR o'n LL u�a o Z w XPANDIN6 FOAM SEALANT WALLS OR INSULATION THAT ON INSTALLATION �-w- I/4 5-OZOO� Siale:3/4 - I -O 5-02003 ScaIe:5/4 = I -D -CONTINUOUSATlBEAD OF READILY CONFORMS TO AVAILABLE SPACE SHALL 20>§yoLLTM tz EXTEND BEHIND PIPING AND WIRING `�LL rz�� W;5 N w SEALANT F w o w Q m w 1-o YWALL GEILIN6 THE AIR BARRIER INSTALLED AT EXTERIOR WALLS Q,n 4-j D-0 o z [Q " GYPSUM BOARD 5HOWER/TUB ON EXTERIOR WALL EXTERIOR WALLS ADJACENT TO 5HOWER5 AND r 4 z o INSTALL I" RIGID INSULATION GE55>=D LIGHT FIXTURE ADJACENT TO SHOWERS AND TUBS SHALL o z w o F Z 2) LAYERS 2' RIGID INSULATION TUB5 5HALL BE INSULATED o SEPARATE THEM FROM THE SHOWERS AND TUBS T o z 'nw K INSTALLED DURING FRAMING IS $ Q W1�Q a LL GUT TO FIT5ETYEEN THE ELEGTRIGAL/ PHONE BOX ON THE AIR BARRIER SHALL BE INSTALLED BEHIND 1 2 4 "' RAFTERS FRGM SEAL BOTH AIRSEAUNS ATREC.ME®LWRnW IN AM EXTERIOR WALLS ELECTRICAL OR COMMUNICATION BOXES OR ��Q Q��o Q�o S � I' R161D INSULATION SIDES ALONG RAFTER WITH ROUGH GUT AROUND EXPANDING FOAM SEALANT. AIR-SEAL BOXES SHALL BE INSTALLED VENTILATION CHUTE MAINTAIN EQUAL VENT SPACE / 5.01040 Scab•s/4' ' I'-0• HVAC REGISTER HVAC RE015TER BOOTS THAT PENETRATE BUILDING Y -AIR SEAL PERIMETER VENTILATION GHUTI= FOR LENGTH OF RI61D INSULATIO NSULATED EXTERIOR BOOTS THERMAL 3=N\/1-LOPE SHALL 5E 5EALED TO THE V V < m WITH EEXPANDIN6ATTIC INSULATION WALL 5U5FLOOR OR DRYWALL FOAM 5E:ALANT —EXTERIOR WALL CONGEALED SPRINKLERS WHEN REQUIRED TO BE SEALED, CONGEALED FIRE INSTALL I" LLY INSULATION SHEATHING SPRINKLERS SHALL ONLY BE 5EALED IN A MANNER VERTICALLY TO CONNECT INSULATING SHEATHING TO RIGID S-SnO OMMR WITH RIGID INWLATION THAT 15 RECOMMENDED BY THE MANUFACTURER. CAULKING OR OTHER ADHE5IVE 5EALANT5 SHALL INSULATION BAFFLE. NOT BE USED TO FILL VOID5 BETWEEN FIRE FOAM SEAL BOTH JOINT s_pppOT 5cale.J/4• ■ I'-0" SPRINKLER COVER PLATES AND WALLS OR J�1 • NTINUOUS BE=AD GE I L I NG5 OF SEALANT ONTINUOU5 BEAD Z RI61P INSULATION N OF SEALANT � Z XTERIOR INSULATED J" RIGID INSULATION - WALL VIDE BLOGKIN6 AT p 1- RIOR INSULATED STUD CAVITY AT SHOWER WALL AT EXTERIOR WALL p /----CONTINUOUS BEAD OF H SEALANT NSTALL INTERIOR SHEATHING MATERIALS R-VALUES V V I"81610 INSULATION A3 ATTIC EA.VE SAFFLE Cllr I'EXTERIOR IN-W-KnoN SHEATHING AS PRIOR TO INSTALLATION OF � Z WOUND MANUFAITUREDO VENT Arne SAVE SAFFLE AND VtNT PREFAB FIREPLACE UNIT EME'NT BAGKE:RBOARD MATERIAL R-VALUE � � ~ 5-01006 5cab:3/4• • 1'-0• 5�1o�'s Elsa/4. ■ I'-0" TUB SURROUND FINISH Z 0 to 11 IllAB p TILE SURROUND FINISH FIREPLACE: TUB UNIT � ci W Z EMENT BAGKERBOARD UNIT BUILDING BOARD NSTALL I" R1610 INSULATION \-TUB SURROUND tr U- AT BOTH HORIZONTAL AND NSULATED PROVIDE BLOGKIN6 AT BEYOND -� l�1 GYPSUM WALL BOARD a'2") 0.45 � DRAINAGE PLANE VERTICAL POSITIONS NSULA I ED EXTERIOR EXTERIOR �t STUD WALL 57LD WALL STUD CAVITY AT TUB GYPSUM WALL BOARD (5/5") 0.5(25 � � � � (LEAVE 'GAP Fort l J�ANDIN6 FOAM) AT EXTERIOR WALL ONTINUOUS BEAD INSTALL E:X1'ANDIN6 FOAM PROFILE WALL SHEATHING OF SEALANT O r- -THIN ~ PLYWOOD d2") 0.62 SEALANT AT INTENTIONAL OAPs INSULATED EXTERIOR THIN PROFILE AT I" RI61P INSULATIO ^EXISTING FLOOR STUD WALL SHEATHING PLYWOOD (3/4") O.q4 CONTINUOUS BEAD OF ASSEMBLY y SEALANT CAVITY INSULATION NTINUOUS BEAD OF ONTINUOUS BE MINIMUM �" DRIP SE:LANT � SEALANT 51 D I NG 1111111�LLL ANUF. SHOWER I" RIGID INSULATIO PAN ALUMINUM/ VINYL 51DING (NOT INSULATED) 0.61 50FFIT CLOSURE— EXPANDING FOAM ANDIN6 FOAM ----WOOD FLOOR ASSEMBLY— ALUMINUM/ VINYL SIDING (2" INSULATION) 1.80 OD FRAME FLOOR z ASSEMBLY FRAME FLOORING Z — FLOOR ASSEMBLY '' t INSULATED CANTILEVERFLOoRa HARDWOOD FLOORING (3/4") ObE5 CAVITY INS.LATION WITH I'RIGID INSULATION GL.05URE TILE — 0.05 5-01014 5cale�3/4,• ■ 1'.p• AIR SEALING BEHIND SHOWER WITH AIR SEALING AT PLATFORM FOR MANUFAGTURt� AIR SEALING BEHIND TUB WITH THIN-FROPILE 5HEATHING FIFVtj CE Aftlt- I-Y 'MIN-FROPILE 5HeATH1N6//SECTION CARPET WITH FIBER PAD 2.08 �v1 '� 5-01007 5eale:3/4' ■ 11^0' E-0101?Scale.g/4" . I'q• 3-0IOOQ Seale:3/4" = I'-o' CARPET WITH RUBBER PAD 1.23 Z �ATTIG INSULATION X EILIN6 FRAMIN '`l\ �� \ LOOR GRILLE: AIR SPACE d2" UP TO 4") 1.00 SWATH INTERIOR OF ---FLOOR DUCT BOOT EGTRIGAL WIRE RI61D ATTIC AGGES5 TO ONTINUOUS BEAD OF 11 ' O INSULATION +I" OF INSULATION SEALANT ROOFING U I V/1-U LCL FLOOR TOP PLATE O LH T- ACCESS PANEL PLUMBING PI I I I I ASPHALT SHINGLES 0.44 l� cN (� RAW ITH PER PANEL TOP PLA NSULATED FLEXIBLE DUCT ANDIN6 FOAM WOOD SHINGLES O•q7 SNUG WITH PERIMETER EXPANDING FOAM SEALANT SCREWS SEALANT----,' TIE AT INNER LINER nn r n TRIM A5 REQUIRED TIE: AT OUTER LINERASTIC AT INNER I� L STUD DOORS OL <q v , FINISH GEILIN6 WALL STUD-- WOOD, SOLID GORE (1 3/4") 2.1"7 INSULATED METAL DOOR (2") 15.00 AIR SEALING AT ATTIC HATCH//FINISH H5 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT DUCT BOOT AIR SEAQ_AT TOP PLATE EL=GTRIGAL PENETRATION 5-02022 ale�3/4' ■ I'-0' 5-01023 5aa1eG/4' • I'-0' 5-01033'lcala:'J/4'■ Il-O' '5-010245ca1e.3/4" ■ 1'-0' (y w POURED CONCRETE PER I 0.08 � ^ , 7 QLU z O II i GENERAL CONDITIONS UNLESS OTHERWISE NOTED, GENERAL FIREPLACE ASPHALT ROOF SHINGLES 2015 IEGG -AIR LEAKAGE: n GONDITION5 OF THE GC>NTRAGT FOR FIREPLACE OPENING AND FLUE SIZE INSTALLED A5 PER SECTION R�i05.2 -JOINTS, PENETRATIONS, AND ALL MINIMUM DE51ON DEAD LOADS* AS PER A5GE 7-05 N AIA DOCUMENT-201 O BE AS INDICATED ON DRAWINGS. OF THE INTERNATIONAL RESIDENTIAL OTHER SUCH OPENINGS IN THE s"; GONSTRUGTIO T LOAD 4/87 SHALL APPLY. TH'.= CONTRACTOR PROVIDE OUTSIDE COMBUSTION AIR GODS ALL SLOPED ROOF SHINGLES BUILDINGS ENVELOPE THAT ARE COMPONENT (psf) SHALL OBTAIN CERTIFICATE OF WITH 6" DUCT AND DAMPER EACH 510E SHALL BE GAF-GLASS-A ASPHALT SOURCES OF AIR LEAKAGE MUST BE OCCUPANCY. SUBSTITUTIONS SHOULD FOR A TOTAL RECOVERY CAPACITY ROOF 5HINGLE5 OR APPROVED SEALED• G E I L INC 5 � �! cs r . [ UAL. SHINGLES SHALL BE APPLIED -RECE55ED LIGHTS MUST BE TYPE IG c NOT BE MADE WITHOUT WRITTEN OF 150 GFM MIN. MAINTAIN MAXIMUM EQ GYPSUM BOARD (I/2-in.) 7.O AUTHORIZATION BY THE ARCHITECT. 20 CFM INFILTRATION THROUGH THE OVER 15# ASPHALT FELT WITH RATED AND INSTALLED WITH NO AIA THE PREMISES SHALL BE KEPT FLUE WHEN NOT IN USE PROVIDE GAF-WEATHER-WATCH ICE AND NATER PENETRATIONS, OR TYPE: IG OR NDN-IG GYPSUM BOARD (5/8-inJ q•O TODD t� - f REA50NABLY GLEAN AT ALL TIMES. FIREPLACE OPENING WITH GLA55 BARRIER APPLIES AT EAVES, RATED INSTALLED INSIDE AN SUSPENDED STEEL CHANNEL SYSTEM 2.0 COMPLETION OF WORK, THE DOOR5 TO CONFORM TO THE: 2015 VALLEYS AND FLA5HING. ROOFING APPROPRIATE AIR-TIGHT ASSEMBLY G O V E R I N G 5, ROOF, AND WALL i20Ci.VeteransllAeNY11 Highway AT THE Suite��� CONTRACTOR SHALL REMOVE ALL IEGG. FIREBOX TO BE COMPLETELY CONTRACTOR TO PROVIDE ALL WITH 0.5" CLEARANCE FROM Ha�� �� �,NY�t��� 5 TOOLS RUBBISH, ED WITH FIREBRICK. PROVIDE MIN. FLASHING NECESSARY FOR A COMBUSTIBLE MATERIALS AND 3" ASPHALT SHINGLES 2.O I6 WASTE MATERIAL LIN ETC., GLEAN GLASS AND LEAVE WORK g" FIREPLACE WALL THIGKNES5 WITH WATERTIGHT, WEATHERPROOF JOB. CLEARANCE FROM INSULATION GYPSUM SHEATHING, 1/2-in. 2.0 631}654-6667 BROOM GLEAN UNLESS OTHERWISE 4" NON COMBUSTIBLE FIRE STOPPING ROOFING 15 TO BE APPLIED IN STRICT PLYWOOD (per I/2-in.) 1.6 w (631}65€} 667 516)658-0325 SPECIFIED. THE CONTRACTOR SHALL BETWEEN GOMBU5TIBLE WOOD FRAME ACCORDANCE WITH THE: VAPOR RETARDER: CARRY WORKMAN'S COMPENSATION CONSTRUCTION. MANUFACTURES SPEGIFIGATIONS. -REQUIRED ON THE WARM-IN-WINTER RIGID INSULATION, I/2-1n. 0•"15 AND GENERAL LIABILITY INSURANCE. CONTRACTOR SHALL SUPPLY COLOR 51DE` OF ALL NON-VENTED FRAMED SINGLE-PLY SHEET WATERPROOFING MEMBRANE 0.7 ' ' ALL SHALL COMPLY WITH STATE AND FOUNDATION WATERPROOFING SAMPLES OF THE 5HIN5LE5 FOR CEILINGS, WALLS AND FLOORS. BITUMINOUS, 5MOOTH 5URFA0E LOCAL CODES AND ORDINANCES. THE INSTALL TWO LAYERS OF TOWELED ON OWNER'S APPROVAL, PRIOR TO WATERPROOFING MEMBRANE 1.5 CONTRACTOR SHOULD FULLY F15EROLA55 MASTIC,. (FED. SPEC,. INSTALLATION. MATERIALS IDENTIFICATION: GUARANTEE H15 WORK AND THE WORK S.S.G. 153 TYPE-1) MEMBRANE TO BE -MATERIALS AND EQUIPMENT MUST BE FLOORS AND FLOOR FINISHES INSTALLED IN ACCORDANCE WITH THE OF HIS SUBGONTRAGTC7R5 FORA CONTINUOUS FROM TDP OF INSULATION INSTCERAMIC OR QUARRY TILE (3/4-inJ ' PERIOD OF ONE YEAR AFTER FOUNDATION AND EXTEND TO LAP ALL EXTERIOR WALLS AND ROOFS MANUFACTURERS INSTALLATION ON 1/2-1n. MORTAR BED Ib.O �T COMPLETION OF THE PROJECT UNLE55 EDGE OF FOOTING. SHALL BE INSULATED WITH FOIL INSTRUCTIONS. r OTHERWISE SPECIFIED. ALL WORK FACED FIBERGLASS BATT INSULATION -MATERIALS AND EQUIPMENT MUST HARDWOOD FLOORING, 7/7-in. 4.0 j 1 c} HAL BE PERFORMED IN BY JOHN MANVILLE OR APPROVED IDENTIFIED 50 THAT THE COMPLIANCE LINOLEUM OR ASPHALT TILE, 1/4-m. Lo u� 4 I . { .. ' SHALL DETERMINED. ACCORDANCE WITH GOOD BUILDING FIRE'. BLOCKING EQUAL, FOIL TO BE PLACED TOWARD GAN BE DE SHALL FIRE BLOCKING SHALL BE PROVIDED, SUBFLOORING, 3/4-ln. 3.0 PRACTICES. THE CONTRACTORWARM SIDE. PROVIDE 11/2" RIGID -MANUFACTURER MANUALS FOR ALL 13 OF THE INSTALLED HEATING AND COOLING DORS WOOD -1015T (no luster) 12-in. I6-in. INDEMNIFY AND HOLD HARMLESS THE AS PER SECTION 8502. FOAM INSULATION ON ALL EXTERIOR INST FL p RESIDENTIAL GODS OF NEW YORK _- OWNER, ARCHITECT, AND THEIR RE5 FOUNDATION WALLS FROM FOOTING EQUIPMENT AND SERVICE WATER J015T SIZES (in) oG. O.G. STATE, TO OUT OFF ALL CONGEALED J AGENTS AND EMPLOYEES FROM AND - TO 6"BELOW FINISHED GRADE UNLESS HEATING EQUIPMENT MUST BE 2x6 b 5 AGAINST ALL CLAIMS, DAMAGES, DRAFT OPENINGS (BOTH VERTICAL OTHERWISE SPECIFIED. CARE SHOULD PROVIDED. LOSES AND EXPENSE`:, INCLUDING AND HORIZONTAL). -INSULATION R-VALUES AND GLAZING 2x8 � 6 BE TAKEN NOT TO DAMAGEtn ATTORNEYS FEES ARI'51NG OUT OF OR PROVIDE FIRE BLOCKING IN FOUNDATION WATERPROOFING. U-FACTORS MUST BE CLEARLY 2x10 7 6 to RESULTING FROM THE PERFORMANCE CONGEALED SPACES OF STUD WALL5 MARKED ON THE BUILDING PLANS OR 8 7 m OF THE WORK PROVIDED THAT ANY AND PARTITIONS, INCLUDING FURRED GLA55 WINDOWS AND DOORS SPECIFICATIONS. 2x12 S OR SPAGE5 AT THE CEILING AND FLOOR FRAME PARTITIONS SUCH CLAIM, DAMAGE, LOS TO BE INSTALLED AS PE`.R SECTION EXPENSE (A) 15 ATTRIBUTABLE TO LEVELS. CONGEALED HORIZONTAL R308 OF THE RESIDENTIAL CODE OF DUCT INSULATION: WOOD OR STEEL STUDS, I/2-1n. GYP. BOTH SIDES 8.0 Z # BODILY INJURY, SIGKT`1E55, DISEASE FURRED 5PAGE5 SHALL ALSO BE -SUPPLY DUCTS IN UNCONDITIONED FIRE N.Y.S. ALL GLA55 15 TO BE INSULATED FRAME WALL 5 OR DEATH OR TO INJURY TO OR BLOCKED AT INTERVALS NOT LOW-E UNLE55 OTHERWISE SPECIFIED. ATTICS OR OUTSIDE THE BUILDING E- v DESTRUCTION OF TANGIBLE PROPERTY EXCEEDING 10 FEET. GLASS SUBCONTRACTOR SHALL NOT MUST BE INSULATED TO R-8. EXTERIOR STUD INALLS: -I (OTHER THAN THE WOP:K ITSELF INSTALL GLA55 UNTIL PROPER -RETURN DUCTS IN UNCONDITIONED 2x4 ® Ib-in., 5/8-in. GYPSUM, INCLUDING THE LOSS OR USE PLUMBING CLEARANCES ARE PROVIDED. ALL ATTICS OR OUTSIDE THE BUILDING INSULATED, 3/8-1n. SIDING 11.0 V Z RESULTING THERE FROM). (B) 15 CONTRACTOR SHALL INSTALL WATER SLIDING GLA55 DOORS, SKYLIGHTS MUST BE INSULATED TO R-4. CAUSED IN WHOLE OR IN PART BY ANY SUPPLY AND SANITARY SYSTEM AS ,AND/OR WINDOWS AS REQUIRED BY -SUPPLY DUCTS IN UNCONDITIONED 2x6 ® 16-in., 5/8-in. GYPSUM, 12.0 NEGLIGENT ACT OR OMISSION OF THE INDICATED. PROVIDE HOT AND GOLD CODE, SHALL BE INSULATED SPACES MUST BE INSULATED TO R-8. INSULATED, 5/8-in. SIDING ~ J ONTRAGTOR 21 SHUT-OFF VALVES AT ALL FIXTURES. TEMPERED GLASS. ALL GLASS DOORS -RETURN DUCTS IN UNCONDITIONED EXTERIOR 5TUD WALLS WITH BRICK VENEER 48.0 dQ v' o CONTRACTOR, ANY SUBCONTRACTOR, ALL WATER PIPING TO HAVE ANYONE DIRECTLY OR INDIRECTLY AND WINDOWS SHALL BE INSTALLED IN 5PAGE5 (EXCEPT BASEMENTS) MUST °nz~ W GLEANOUTS AT ALL CHANGES OF STRICT ACCORDANCE WITH THE BE INSULATED TO R-2. * WEIGHTS OF MASONR2 INCLUDE MORTAR BUT NOT PLASTER. FOR �,�N Q�F I-- ANYONE o 00 EMPLOYED BY ANY OF THEM, OR DIRECTION AND AT BASE OF PLASTER, ADD 5 ib/ft FOR EACH PAGE PLASTERED. VALUES Y OF MANUFACTURES SPECIFICATIONS. ALL -INSULATION 15 NOT REQUIRED ON a~ W o FOR WHO5E AGT5 AN GIVEN REPRESENT AVERAGES. IN SOME GASES THERE 15 A °~ U ANYONE VERTICAL WASTES. U5E 4 CAST IRON THEM MAY BE LIABLE; REGARDLESS WINDOWS ARE TO BE CAULKED AND RETURN DUCTS IN BASEMENTS. CONSIDERABLE RANGE OF WEIGHT FOR THE SAME CONSTRUCTION. P7-t-Oyu u° } OF WHETHER OR NOT IT 15 CAUSED IN THROUGH FOUNDATION WALL PITCHED SEALED AS PER 2015 IEGG FOOT. TRAP/WASTE FLA5HING DUCT CONSTRUCTION: 6 EGG OF NEW YORK STATE: W z W m z°o zmu- �) m PART BY A PARTY Ii`IDEMNIFIED MIN. I/8 PER REQUIREMENTS. PROVIDE 201 SIZES FOR FIXTURES SHALL BE AS PANS UNDER ALL SLIDER, DOORS, AND -ALL JOINTS, SEAMS, AND ~~z HEREUNDER. ALL MATERIALS, 8401.3: PERMANENT GERTIFIGATE - SHALL BE COMPLETED BY THE v°',Q°z o FOLLOWS: I DOWS WITHIN A Co" OF AN EXTERIOR CONNECTIONS MUST BE SECURELY BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED INN�k'��� ~ ASSEMBLIES, AND METHOD OF W N Q z~ w v CONSTRUCTION CN METHOD LUDINO BUT NOT DISH WASHER 1 1/2 5URFAGE. ALL EXTERIOR DOORS ARE FASTENED WITH WELD5, GA5KET5, THE UTILITY ROOM OR OTHER APPROVED LOCATION INSIDE THE v LIMITED TO FORM-WORK, KITCHEN SINK 1 1/2" TO BE FULLY WEATHER-STRIPPED. MASTICS (ADHESI VES), BUILDING. O~M q z o 0 O BLOCK-WORK, FRAMING, NAILING, LAVATORY 1 1/4" PROVIDE ALL SCREENS AND MASTIC-PLUS-EMBEDDED-FABRIC, OR W °- ~ °� -1�-< w°QI_ T ETC. ARE TO SHOWER 2° HARDWARE A5 REQUIRED. ALL GLA55 TAPES. DUCT TAPE 15 NOT Q Q ' Q ~Z o PLACING OF GONGRE E, 8402.2.4: ATTIC OR CRAWL SPACE ACCESS - SHALL BE BE CAREFULLY SUPEFZVISED BY THE TOI LET 3" I5 TO BE FREE OF SCRATCHES AND PERMITTED. WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO N Q W ° o m RE ALL SYSTEMS TO HAVE ONE 3" MAIN IMPERFECTIONS AND GUARANTEED BY EXCEPTION: CONTINUOUSLY WELDED THE INSULATION ON THE 5URROUNDING 5URFAGE5 zo=> Q CONTRACTOR TO BE SURE THEY A Q a°° �w z m U 0 IN AGCORDANGE WITH THE DRAWINGS, VENT 5TAGK INCREASED TO 4" THE MANUFACTURER FOR A PERIOD OF AND LOCKING-TYPE LONGITUDINAL w o N5 APPLICABLE CODES THROUGH THE ROOF. PROVIDE FROST NO LF-55 THAN 5 YEARS. ALL WINDOWS JOINTS AND SEAMB ON DUGT5 R402.4: AIR LEAKAGE - BUILDING THERMAL EN\,(1 LOPE 5HALL BE OiN Q����o-D Y SPECIFIGATIO LU §y ,aQ 4 OD PRACTICE. DEVIATIONS PROOF HOSE-BIBS A5 INDICATED ON TO BE ANDERSEN UNLE55 INDICATED OPERATING AT LE55 THAN 2" w.g. CONSTRUCTED TO LIMIT AIR LEAKAGE TO < 3 AIR CHANGES PER �Q) ly AND GO FROM THE ORANIN05 AND PLANS WITH EASILY ACCESSIBLE OTHERWISE. (500 PA.) HOUR. �o���o��N w - K5. THE WATER -DUCTS SHALL BE SUPPORTED EVERY SPEGIFIGATIONS HILL NOT BE DRAIN DRAIN COG PERMITTED WITHOUT .WRITTEN SUPPLY AND SEWAGE DISPOSAL 10 FEET OR IN ACGORDANGE WITH THE 8402.4.1.1: INSTALLATION - THE COMPONENTS OF THE BUILDINGS°w$��o�O~ Z AUTHORIZATION OF THE ARCHITECT. SYSTEM SHALL COMPLY TO THE MANUFACTURER'S IN5TRUGTION5. THERMAL ENVELOPE SHALL BE IN57ALLED IN AGGORDANGE WITH o _v w THE CONTRACTOR 5HALL BE APPLICABLE COUNTY DEPARTMENT OF PAINTING AND STAINING -COOLING DUCTS WITH E=XTERIOR THE CRITERIA LISTED IN TABLE 402.4.1.1. WHERE FF_ouiRED BY aQs=Q� �dw SHOP HEALTH STANDARDS AND THE FOLLOWING 15 INCLUDED FOR THE INSULATION MUST BE COVERED WITH A CODE OFFICIAL, AN APPROVED THIRD PARTY SHALL INSPECT ALL Y ~ � RESPONSIBLE FOR THE ��Q Q�N o a►-o s � DRAWINGS WHICH MAY BE NEEDED. REGULATIONS. APPROVAL OF ALL CONVENIENCE OF THE PAINTING VAPOR RETARDER. COMPONENTS AND VERIFY COMPLIANCE. ALL DIMEN51ON5 AND CONDITIONS PLUMBING MUST BE OBTAINED FROM GONTRAGTOF5 AND ONLY AS AN -AIR FILTERS ARE REQUIRED IN THEk, 19 ARE TO BE FIELD VE:`.TRIFIED. APPROPRIATE LOCAL AUTHORITIES INDICATION O F THE TYPES OF PAINTS RETURN AIR SYSTEM. 8402.4.1.2: TESTING - BUILDING OR DWELLING UNIT 5HALL BE CONCEALMENT. PRIOR TO VARIOUS SURFACES. IT -THE HVAC SYSTEM MUST PROVIDE A TESTED AND VERIFIED AS HAVING < 3 AGH50 IN GZ4A, 5, AGA. v CONTRACTOR TO REMOVE � PRIOR TO GONG REQUIRED FOR TE - RELOCATE A5 REQUIRED ALL ORDERING, CONTRACTOR SHALL 15 THE INTENT OF THESE MEANS FOR BALANCING AIR AND TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. EXISTING WORK WHICH INTERFERES SUPPLY GUTS OF FIXTURES FOR SPECIFICATION5 TO PROVIDE A WATER SYSTEMS. WITH NEW CONSTRUCTION. OWNER5 APPROVAL. IN THE EVENT COMPLETE FINISH. ALL PAINTED R402.4.4: COMBUSTION CLOSETS - ROOMS CONTAINING THAT THE OWNER GHANGE5, THE SURFACES MU-5T BE FULLY COVERED TEMPERATURE CONTROLS: FUEL-BURNING APPLIANCES REQUIRE SPECIAL CARE. CONTRACTOR SHALL CREDIT THE IN A UNIFORM MANNER TO BE -EACH DWELLING UNIT HAS AT LEAST EXCEPTION: DIRECT VENT APPLIANCES WITH E30TH INTAKE AND SITE WORK OWNER FOR THE FULL ACCEPTABLE. ONE THERMOSTAT CAPABLE OF STAKEOUT IS TO BE PERFORMED BY A SUBCONTRACTORS COST FOR THE EXHAUST PIPES INSTALLED CONTINUOUS TO THE OUTSIDE LICENSED SURVEYOR.BE STAKING AND INTERIOR WOOD SURFACES-APPLY TO AUTOMATICALLY ADJUSTING THE z GHANSED UNIT. LIGHTLY 5AN7ED 5URFAGE5, WALLS, 5PAGE TEMPERATURE 5ET POINT OF 8403.3.2: DUCT SEALING - DUCTS, AIR HANDLEIR5, AND FILTER NGTE: � LAYOUT ARE TO ESTABLISH ALL LINES DOORS, FRAMES, TRIM, AND BASES, THE LARGEST ZONE. BOXES SHALL BE SEALED. FOUNDATIONS CHAPTER 4 DESIGN BASED UPON PRESUMPTIIVE LOAD 0 � AND BENCHMARKS. VERIFY ALL GIV=N HVAC ONE GOAT WOOD FILLER OR STAIN BEARING VALUES OF SANDY GRAVEL AND/OR GRAVEL A7 .2000 LBS O DATA ON DRAWINGS. IN CASE OF SYSTEM TO BE DESIGNED BY OTHERS. AND TWO GOATS MGKLUSKY'S ELECTRIC SYSTEMS: R405.53: DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO PER 5G2UARE FOOT. CONTRACTOR TO CONSULT ENGINEER IF DIFFERENT iA ~ D150REPANCY, RECEIVE PROVIDE PROPER SUPPLY TO ALL EGGSHELL FIN15H NON-YELLOWING -SEPARATE ELECTRIC, METERS ARE DETERMINE AIR LEAKAGE. SOIL MATERIALS ARE FOUND UPON EXCAVATION OR TEST (HOLE, FOR CLARIFICATION FROM ARCHITECT ROOM5 $ CONFORM WITH ALL 5TATE POLYURETHANE. REQUIRED FOR EACH DWELLING UNIT. EXCEPTION: DUCT LEAKAGE TEST 15 NOT REQUIRED WHERE PRIOR TO PROGEEDINC. EXGAVATE AND LOCAL CODES. GYPSUM BOARD- MINIMUM ONE GOAT THE DUGT5 AND AIR HANDLERS ARE LOCATED ENTIRELY WITHIN ALTERNATIVE FOOTING AND FOUNDATION WALL DESIGN AND BACK FILL FOR: WORK INDICATEDU ON DRAWINGS. STOCKPILE TOPSOIL PRIMER AND TWO GOATS FLAT PAINT. FIREPLACES: THE BUILDING THERMAL ENVELOPE. OBTAINED FROM STfZIPPINCG DRIVEWAY EXTERIOR WOOD 5URFAGE5- TWO -FIREPLACES MUST BE INSTALLED TABLE 1 : MINIMUM INSULATION THICKNESS FOR CIRCULATING HOT WATER PIPES OB GOATS EXTERIOR GRADE STAIN. WITH TIGHT FITTING NON-GOMBUSTABLE R403.3.5: BUILDING CAVITIES - 5HALL NOT BE USED A5 DUGT5 OR AND BUILDING SITE, STOCKPILE: ALL EXPOSED METAL- MINIMUM FIREPLACE DOORS PLENUMS I INSULATION THICKNESS IN INCHES BY PIPE SIZES p W z0 EXCAVATED MATERIAL. NEW AND FRAMING AND ROUGH CARPENTRY EXTERIOR E EXISTING BACK FILL. MATERIAL AND JOISTS RAFTERS AND STUDS SHALL ONE GOAT ZING CHROMATE AND TWD -FIREPLACES MUST BE PROVIDED HEATED WATER NON-CIRCULATING RUNOUTS CIRCULATING MAINS> AND RUNOUTS TOPSOIL ARE TO BE: FREE OF WEEDS, BE CONSTRUCTION GRADE DOUGLAS GOAT5 EXTERIOR ENAMEL. WITH A SOURCE OR COMBUSTION AIR, R403.4: MECHANICAL SYSTEM PIPING INSULATION T CARRYING TEMPERATURE (F) UP TO I" UP TO 1.25" 1.5" TO 2.0" OVER 2" tr TREE ROOTS, ROCKS AND DE5R15. FIR-SOUTH 5ELEGT 5TRUCTURAL. ALL ALL MATERIAL 5HALL BE OF BEST AS REQUIRED BY THE FIREPLACE FLUIDS >105°F OR <55°F, INSULATE TO R-3 MIN. WOOD SILLS AND WOOD IN CONTACT QUALITY PITTSBURGH, PRATT 8 CON5TRUGTION PROVISIONS OF THE 170-180 0.5 I.O 1.5 2.0 d ALL SURPLUS MATERIAL THAT IS RT DUTCH BOY. GABOTS BUILDING GODS OF NEW YORK 5TATE, 8403.1: MECHANICAL VENTILATION - THE BUILDING 5HALL BE UNSUITABLE FOR BACK FILL MATERIAL WITH MASONRY SHALL BE AGO. ALL LAMBS 140-160 0.5 0.5 I.O 1.5 p Q SHALL BE REMOVEL> FROM THE SITE. EXTERIOR SHEATHING SHALL BE I/2 MGKLUSKYS, OR APPROVED EQUAL. THE RESIDENTIAL GORE OF NEW YORK PROVIDED WITH VENTILATION THAT MEETS THE REQUIREMENTS OF 100-130 0.5 0.5 0.5 ___1_I.O PROTECT ALL TREE'S WITHIN EIGHT GPX DOUGLAS FIR PLYWOOD. CONTRACTOR 15 TO PROVIDE 5TATE OR THE NEW YORK CITY IRC/IMG. INC. PROPER SUB-FLOORS TO BE 3/4" GDX SAMPLES OF ALL PAINTS AND STAINS BUILDING CODE, AS APPLICABLE. THE MECHANICAL VENTILATION RATE SHALL BE NO GREATER # FEET OF THE BUILD PLYWOOD EXTERIOR 5HEATHIN5 TO FOR ARCHITECT'S AND/OR OWNERS THAN APPROVALS MUST BE OBTAINED SERVICE WATER HEATING: T>�BL� �: MI'�IMUM INSULATION THIGKNES5 FOR HVAC PIPES BEFORE COVERING ANY EXCAVATED BE COVERED WITH "TYVEK" HOUSE APPROVAL. -WATER HEATERS WITH VERTICAL 0.01 X GFA + 7.5 X (# OF BEDROOMS + 1) WORK. WRAP OR APPROVED EQUAL. BLOCK GFA = CONDITIONED FLOOR AREA STUD WALLS AT I/2 STORY HEIGHTS GYPSUM WALL BOARD PIPE RISERS MUST HAVE A HEAT TRAP i PIPING SYSTEM FLUID TEMP. INSULATION THICKNESS IN INCHES BY PIPE SIZE CONCRETE BLOCK AND AT ALL UNSUPPORTED EDGES OF INSTALLED AS PER SECTION 8702.3.2. ON BOTH THE INLET AND THE OUTLET OARS CALCULATED PER AGGA MANUEL J. BASED ON TYPES RANGE (F) 2" RUNOUT i" AND LESS 1.25" TO 2" 2.5" TO 4" 8403.7: EG2UIPMENT 51ZINO - PER AGGA MANUEL 5 ALL CONCRETE BLOCK IS TO HAVE PLYWOOD. PROVIDE SOLID BLOCKING THROUGH R102.3.6 OF THE UNLE55 THE WATER HEATER HAS AN L HEATING SYSTEMS lu "OUR-O-WALL" REINI=ORGING EVERY AND DIAGONAL BRACING OF FLOOR INTERNATIONAL RESIDENTIAL CODE. INTEGRAL HEAT TRAP OR 15 PART OF LOW PRESSURE/TEMPERATURE 201-250 1.0 1.5 1.5 2.0 LH THIRD COURSE. FILL. TDP COURSE JOISTS AT 8' O.G. MAXIMUM AND GYPSUM WALLBOARD APPLICATION A GIRGULATING SYSTEM. R404.1: LIGHTING - A MINIMUM OF 75% OF PERMANENTLY LOW TEMPERATURE 120-200 0.5 1.0 1.0 1.5 Z Z Z SOLID. MORTAR MIX TO BE ONE PART SOLID BLOCKING UNDER ALL SHALL BE TAPE JOINT SYSTEM. ALL -INSULATE GIRGULATING HOT WATER INSTALLED FIXTURES MUST HAVE HIGH-EFFIGAPdGY LAMPS. O RT AND GEMENT ONE PART LIME UNSUPPORTED EDGES OF PLYWOOD. GYPSUM BOARD TO BE I/2" ON WALLS PIPES TO THE LEVELS ON TABLE I. LOW-VOLTAGE LIGHTING EXEMPT STEAM CONDENSATE PO L ED AND I/2" ON CEILINGS UNLESS (FEED WATER) ANY I.O I.O 1.5 2.0 PUTTY, AND 51X PARTS SAND, OR ONE ALL GAP PLATES TO BE DOUBL PART MASONRY GEMENT AND THREE AND NAILED BOTTOM GAP PLATED TO OTHERWISE INDICATED. FINISH JOINTS, GIRGULATING HOT WATER SYSTEMS: COOLING SYSTEMS PARTS SAND. END OF STUDS. LAP GAP PLATES AT J-BEADS. NAIL DIMPLES, CORNERS -INSULATE CIRCULATING HOT WATER CHILLED WATER, REFRIGERANT 201-250 I.O 1.5 1.5 2.0 FLUSH FRAMING AND EDGE5 5HALL BE TAPED AND PIPES TO THE LEVELS ON TABLE I. COMP IES WITH THE ,n r HERE L GT L AND BRINE 120-200 OS 1.0 1.0 I.5 V/ CORNERS. W TH15 PROJE CONCRETE OGGUR5, USE MIN. I60A 5HEET METAL RECEIVE THREE COATS OF JOINT INTERNATIONAL RESIDENTIAL CODE, VERSION Z NO CONCRETE OR MASONRY WORK JOIST HANOER5 BY "TEGO" OR COMPOUND. ALLOW 24 HOURS TO DRY HE AND COOLING PIPING 2015 AND THE 201"1 UNIFORM CODE SUPPLEMENT SHALL BE DONE DURING APPROVED EQUAL. ALL GORNER5 TO BETWEEN GOATS. FINAL GOAT TO BE INSULATION: AND 2016 SUPPLEMENT TO THE - TEMPERATURES OF 40 DEGREES F. BE MINIMUM 3/2X4 STUDS. HEADERS SANDED SMOOTH. METAL CORNER -HVAC PIPING CONVEYING FLUIDS NEW YORK STATE ENERGY CONSERVATION HALL SHALL BE MINIMUM 2/2X6 UNLESS BEAD TO BE USED ON ALL OUTSIDE ABOVE 105°F OR CHILLED FLUIDS Q AND FALLING. NO CONCRETE U ATED TO CONSTRUCTION CODE �.H �L z BE PLACED ON FROZEN SURFACES. NO NOTED ON PLANS. MINIMUM BEARING CORNERS AND AROUND ALL DELONVELS NUSTBLE125 ADDITIVES SHALL BE ALLOWED FOR STUDS, JOISTS AND BEAMS 5HALL OPENINGS. IN ACCORDANCE WITH 2015 IEGG RESIDENTIAL V LH WITHOUT WRITTEN PERMISSION OF THE: BE 3 1/2". USE DOUBLE JACK 5TUD5 ENERGY EFFICIENCY GOOF, THE PROJECT O ARGHITEGT ALL CONCRETE 15 TO BE FOR HEADERS OVER FIVE FEET IN ELECTRICAL-ORK SHALL COMPLY WITH THE NOTES: COMPLIANCE METHOD CHOSEN IS TOTAL MIN. 3,500 P.S.I. AT 28 DAYS s 4,000 LENGTH. A CODE AND ALL OBTAIN ALL PERMITS PRIOR TO UA-ALTERNATIVE AND A RESCHECK HAS BEEN (n EGTRIG L I. OB O O v � P51 FOR GARAGE SLAB. PROVIDE ALL NATIONAL EL O VENTS A5 STATE, LOCAL, AND UTILITY COMPANY THE START OF WORK. SUBMITTED WITH THESE DRAWINGS. J� SLEEVES AND FOUNDATION REQUIRED BY NYS UNLE55 CODES AND REGULATIONS. ALL -" CODE. INDICATED, ALL FOUNDATION CIRCUITS 5HALL BE MINIMUM 15 AMP. 2. ALL BEDROOM TO BE PROVIDED TH15 PROJECT COMPLIES WITH THE INTERNATIONAL Il- 'd FOOTINGS ARE TO BE A MIN. 8 DEEP POWER WIRING SHALL BE MINIMUM 14 WITH ROD -$ SHELF, ALL LINEN MECHANICAL CODE, CHAPTER 12 THROUGH 2.4, 3:1•�- PROJECTING 6" ON EACH 510E OF THE AWG. GONVENIENCE OUTLETS SHALL CLOSETS TO BE PROVIDED WITH 5 THE INTERNATIONAL PLUMBING CODE, CHAPTER FOUNDATION WALL. PROVIDE TWO #4 BE LOCATED 12" ABOVE FIN15HED ROW5 OF SHELVES. 25 THROUGH 32, THE INTERNATIONAL ELECTRIC DEFORMED BARS CONTINUOUS IN THE FLOOR UNLE55 OTHERWISE INDICATED. 100PE, CHAPTER 33 THROUGH 42. FOOTING. ALL 4 THICK CONCRETE ALL SWITCHEp TO BE LOCATED 36" 3. DOOR TRIM AND BASE MOLDING 5LA55 TO HAVE 6X6 10/10 WELDED ABOVE THE FINISHED FLOOR UNLE55 TO MATCH EXISTING TO THE BEST OF MY KNOWLEDGE, BELIEF AND Q w WIRE REINFORCING. ANCHOR BOLTS IN OTHERWISE INDICATED. SUPPLY THESE PLANS NAL JUDGEMENT PROFESSIO , NOTE: ALL NON-ENGINEERED LUMBER RECOMMENDED L.AMP5 IN ALL 4. ALL BATHROOM FIXTURES AND Z CONCRETE SHALL E3E HOOKED 5/8 X FAUCETS TO BE SUPPLIED BY OWNER AND/OR SPECIFICATIONS ARE IN COMPLIANCE 12" AT MAX. 3' D.G. PROVIDE BITUMEN TO BE DOUGLAS FIR #2 OR BETTER FIXTURES. w/ THE 2015 IEGG, 2ND PRINTING AS ADOPTED BY AND INSTALLED BY CONTRACTOR N510N JOINTS BETWEEN 5LAB5 NY5, AND THE 2016 NY5 ENERGY CODE T EXPA SUPPLEMENT LL r w z AND FOUNDATION WALLS. 5. FINISHES TO BE SUPPLIED Y OWNER 0 B < 7 Q t: