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HomeMy WebLinkAbout42921-Z �o�SOFPO(,f Town of Southold 12/30/2020 P.O.Box 1179 o _ 53095 Main Rd 4,1 �p�rf, Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41719 Date: 12/30/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 9502 N Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 88.-2-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/14/2011 pursuant to which Building Permit No. 42921 dated 8/6/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: re-construction of an existing one family dwelling with unfinished basement, front and rear covered porches, rear deck outdoor shower, rear screened porch and attached two car garage as applied for. The certificate is issued to Litton II,William&Kimberly of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-18-0106 11/12/2020 ELECTRICAL CERTIFICATE NO. 42921 10/23/2019 PLUMBERS CERTIFICATION DATED 10/31/2019 Joe Gambalfi 0 Otriz Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • 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#: 42921 Date: 8/6/2018 Permission is hereby granted to: Bakanic, Johnny 9502 N Bayview Rd Southold, NY 11971 To: Demolition & Re-Construction of a Single Family (Fire Damaged) Building; Family Room, Kitchen, Dining Room, Nook, Foyer, 3 Bedrooms, 2 Baths, 1-1/2 Bath, Laundry, Porch, Mud Room, 2 Car Garage, Replaces BP# 36727 At premises located at: 9502 N Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 88.-2-20 Pursuant to application dated 8/6/2018 and approved by the Building Inspector. To expire on 2/5/2020. Fees: PERMIT RENEWAL $1,318.40 Total: $1,318.40 L( Building Inspector gvFro TOWN OF SOUTHOLD ao�° eco BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • 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#: 36727 Date: 9/30/2011 Permission is hereby granted to: Bakanic, Johnny & Janine 9502 No. Bayview Road Southold, NY 11971 To: Demolition & Re-Construction of a Single Family (Fire Damaged) Building; Family Room, Kitchen, Dining Room, Nook, Foyer, 3 Bedrooms, 2 Baths, 1-1/2 Bath, Laundry, Porch, Mud Room, 2 Car Garage, Loft, Basement, Cellar Entrance, as applied for. At premises located at: 9502 No. Bayview Road, Southold, NY SCTM # 473889 Sec/Block/Lot# 88.-2-20 Pursuant to application dated 3/31/2011 and approved by the Building Inspector. To expire on 3/31/2013. Fees: CO -NEW DWELLING $50.00 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,636.80 Total: $2,686.80 Building Inspector Form No.6 TOWN OF SOUTHOLD. BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Swom statement from plumber certifying that the solder used in system contains less than 2110 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance'from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines,streets,building.and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificaie of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy -Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Propert . _ �� k j./t11L3 � House Noo..—�`— Street Hamlet Owner or Owners of Propert Suffolk County Tax Map No 1000, Section Block Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ � 6 pplicant Signature ®��pF SO(/ly®� . Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O� roper.riche rt(W-town.south old.ny.us ®lyCOO,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: William Litton Address: 9502 N Bayview Rd City. Southold St- New York zip, 11971 Building Permit#: 42921 Section. $$ Block- 2 Lot* 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Ways Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only 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 300a Heat oil Duplec Recpt 85 Ceding Fixtures 48 HID Fixtures Service 3 ph Hot Water oil GFCI Recpt 27 Wall Fixtures 18 Smoke Detectors Main Panel 2-15 A/C Condenser 4 Single Recpt Recessed Fixtures 103 CO Detectors Sub Panel A/C Blower 4 Range Recpt Fluorescent Fixture Pumps Transformer AppliancesN98 Dryer Recpt 30a Emergency Fixtures Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures 11 TVSS 11 Other Equipment 5-bath fans, 1-40a oven, 1-wirlpool bath, 6 zone oil furnace, 1-well pump, 41-ARC fault circuit breakers Notes Inspector Signature: Date: October 23 2019 81-Cert Electrical Compliance Form.xls o�%pf SQ�ryo�.., Town Hall Annex r t +'. Telephone(631)765-1802 54375 Main Road 77 , Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q ©` CIP U. Fi BUILDING DEPARTMENT r TOWN OF SOUTHOLD } NOV _ 1 2019 CERT-ITICATLO.N Date• ✓b� 3f q Building Permit No. 42921 Owner: Kim Samon & Eddie Litton _ (Please print) Plumber: lease print I certify that the solder used in the water supply system contains Iess than 2/10 of I% lead. 0 - (Plum ers Signature) Sworn to before me this day of20 Notary Public, /LOSS :C`ounty ERICK OILLON IWAW PURL WATE OF NEW VO11K Na 01018167398 duNiNed In Nnew OMW Mr Comnaata►Exoka dt-OYao2s E 3 G17 2 �pF SO(/Tyo� Ll �L7 a ) H � Cou ,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 / INSPECTION FFOUNDATION 1ST [ ] ROUGH PLBG. 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Y (r- p IF IJ h a J �f " .i• �-�. `9M l:%Tw � ,may .. �� + s a 41., a r p 1 ' y 3 a - r= H, t t o • COTOMM. l X361 1zW WWI.,�,�MOOM VWA r. :`... - MAMI M- 1 F MA • . ��*1t�1 Fes' �- - ���t����.�!� .�! 01, PM1 N, IEMM1I`0 �. I► . � r .'c A 71!xA �: i � • ����0� .._'.,� ��� is ��"�� � � ..rf �i�;* A ., . iI_9_ VMSe^ ,RIA. � � � 'i / , , � r •� ! • ` a 1-` TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL; 00ard of Health SOUTHOLD, NY 11971 n�/ �j, meets of Building Plans TEL: (631) 765-1802 <" U Planning Board approval FAX: (631) 765-9502 �1�7 ?£SCiivey SoutholdTown.NorthFork.net IT NO. / Check Septic Form N.Y.S.D.E.C. Trustees a ` IFlood Pen-nit Examined 20 1 l6=contact: Single& Separate Storm-Water Assessment Form Approved / 3o ,20AL Ma:l to: 44Tmpp-roved-ft/c Phone- `it Expiration t�,20 l Building Inspector APPLICATION FOR BUILDING PERMIT Date , 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 amendments or other regulations affecting the property have`bee�n 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 aypli laws, ordinances, building code, housing code, and regulations, and to admit authorize MCI ii sernen ing for necessary inspections. Ln Ir-, SEP 1 4 2011 ignat�-bA ure of applicant or name, if a corporation) © . V I ,) _�J . )J BLDG DEPT. (Maili g address of applicant) TOWN OF SOUTHOLD State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder r d CEJ n er Name of owner of premises 3�n C1 J1 Q n i Q Lck C) �C (As on the tax roil or latest deed) If applicant is a co!rporation,,signdture 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 ork ill be done: 11 House Number treet < Hamlet a County Tax Map No. 1000 Sectiony Block Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: •,a,. , Existing use and occupancy nC7,cnC- b. Intended use and occupancy 3. Nature of work(check which applicable): New Building_ Addition Alteration_ Repair Removal Demolition, Other Work (Description) 4. Estimated Cost j oo Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6.' 'If business, commercial or mixed occupancy, specify nature and extent of each type of use. tJ A 7. Dimensions of existing structures, if any: Front I A Rear Depth Height Number of Stori s Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories -7 !� u y 8. Dimensions of entire new construction: Front X14 / Rear g�- Depth z Height - Number of Stories 9. Size of lot: Front 3 6 q :-7 ' RearI q Depth JD­15 J3 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 02-St OI n. l en 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO--)(- 13. Will lot be re-graded? YES NOV\Will excess fill be removed from premises? YES NOJ�- -7::EoHN-7-,AISArJIc 14. Names of Owner of premises::21W i tj e-BA1Cl��►C�lddress d� �v'6A4VJ�J one No. 131 7F�S•A-2 C1 Name of Architect S-1—EVC 'Ec)q- AM-R Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO x * 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__y _ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY 017'-o&, SS. ­:S—oc)IC)e, D �0\C- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, CONNIE D.BUNCH Notary Public,State of New York No.01 BU§185050 (S)He is the Qualified in Suffolk County (Contractor, Agent, Corporate Officer, etc.) Commission Expires April 14,2-___ 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 t b fore me ti ( `�` day of 20 ) Notary Public ignature of Applicant 4- • ����a � Town of Southold � W = Erosiony Sedimentation & Storm-Water Run-oft ASSESSMENT FORM p PROPERTY LOCATION: S.C.TJN.ff: i THE FOLLOWING ACTIONS MAYREQUIRE THE SUBMISSION OF A _ 1 �O,p o p STORM-WATER,GRADING,DRAINAGE AND EitOSiON C NTROL PLAN rsb ct ecbon sol—cTc CERTIFIEQ BY A DESIGN PROFESSI _0N THE'STATE OF NEW YORK. SCOPE OF WORK - PROPOSED CONS MUCTION ITEM# / WORKASSESSMEN'I' �)Lm�No a. What Is the Total Area of the Project Parcels? (Include Total Area of all Parcels located within y� r Will this Project Retgin AA Storm-Wafer Run-Off the Scope of Work for Proposed ConsUudion) 3Ob ` I Generated by a Two(20)Inch Rainfall on SI'te? b. What is the Total Area of Land Clea (ASf ) clearing o wilW include an io n-Oif created by site clearing arld/ar txmsfrudforl activities as well as all and/or Ground Disturbance for the proposed Site all and the permanent creation of construction activityt Impervious surfaces.) • (sF./Aces) I PROVIDE BRIEF PROJECT DESCRIPFION 1Prorid.AadtiorW Pages as 2 Does the Site Plan and/or Survey Show AU Proposed ' Drainage Structures Indicating Size 8 Location?This D Item-Shall include all Proposed Grade Changes and Al / DSf_. Slopes Controlling Surface Water Flow. R3� ® Does the Site Plan and/or Survey describe the erosion X — rte/u� �+'� and sediment control practices that will be used to 1 control site erosion and storm water discharges. This item must be maintained throughout the Entire I Construction Period. 4 Will thi;Project Require any Land Filling,Grading or Excavation where there is a change to the Natural Existing Grade Involving more than 200 Cubic Yards of Material within any Parcel? F] rj Will this Application Require Land Disturbing Activities Encompassing an Area in Excess of Five Thousand Q (5,000 S.F.)Square Feet ofGround Surface? (.J G Is there a Natural Water Course Running through the Site? is this Project within the Trustees jurisdiction General DEC SWPPP Requirements: or within One Hundred(100')feet of a Welland or D Submission of a SWPPP Is required for all Construction activities involving sod Reach? i disturbances of one(1)or more acres; including disturbances of less than one acre thatWill there be Site preparation on Existing Grade Slopes f are part of larger common pian that will ultimately disturb one more acres of land; which Exceed Fifteen(15)feet of Vertical Rise to including Coo nstruction activities involving sol disturbances of lesss than one(1)acre where the DEC has determined that a SPDES permit is required for stone water discharges. One Hundred(100')of Horizontal Distance? (SWPPP's Shall meet the Minimum Requirements of the SPDES General Permit 8 Will Driveways,Parking Areas or other Impervious El X fo►Storm Water Discharges from Construction activity-Permit No.GP-0-'10-001.) Surfaces be Sloped to Direct Storm-Water Run-Off 1.The SWPPP shah be prepared prior to the submittal of the NOI.The NOI shall be into and/or in the direction of a Town ri ht-of-way? r submitted to the Department prior to the commencement of construction activity. 9 Y? 2 The SWPPP Shap describe We erosion and sediment control practices and where 9 Will this Project Require the Placement of Material, required,post-constnktion storm water management practices that will be used and/or Removal of Vegetation and/or the Construction of any constructed to reduce the pollutants in storm water discharges and to assure Itefrl Within the Town Ri ht-oWa compliance with the term and conditions of this permit In addition,the SWPPP Shall 9 y or Road Shoulder F] Identify potential sources of pollution which may reasonably be expected to affect the Area?M"item will Nor locinft dw Imtallaticn of orW¢way AKwm) quality of storm water discharges. NOTE: If Any Answer to Questions One through Nine b 3-Ah SWPPPs that require the post-construction storm water management practice 9 Answered with a Check Mark In a Box and the construction silo dishpbance Is between 4000 S.F.d 1 Acre to area, k component shah be prepared by a qualified Design Professional Licensed in New York a Storm-Water.Grading,Drainage S Erosion Control Plan Is Required by the Town of f that b,knowledgeable in the principles and practices of Storm Water Management Southold and Must be Submitted for Review Prior to issuance*(Any Building Perna. (NOTE. A Check Mark(J)arxVar Amwer for each 4 uL5U-Is Required for a Complete Application) %OW11411vir-U. STATE OF NEW YORK, f� 1 o ary u to,State of New York t 9 COiJN1'Y OF.. 4?......n..° No.01 BU618505o """" Qual(fW in Suffolk County ' 171st I,........._ £':�a: „`� C�e�;1 Commission Expires,April 14,2 ( me of Individual signing Document) being duly sworn,deposes and says that he/she is the applicant for Permit, ; And that he/she is the ...............................0.,ems n e;( ..».... . ».........».......................................................................................... M (owner,contractor,Aserd.Corporate officer,eta) i Owner and/or representative of the Owner or Owners,and is duly authorized to perform or have performed the said work and to i make and file this application;that all statements contained in this application are true to the best of his knowledge and belid,,and i that the work will be performed in the manner set forth in the application filed herewith. [ Sworn to before me this; .............. .` ..............day of.1.,^,r^�� 20.0 i Notary Public: ...... -� ^P...... .......... ..... ........................................ (Signature of Applicant) FORM - 06110 o Town Hall Annex 41 Telephone(631 1802 54375 Main Road ax(631)765- roger.r hert(a�town.soutE9 P.O.Box 1179 G o o ny.us Southold,NY 11971-0959 �Q BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: ,f Q Name: lilt 0 K J &4.0e kmj56 License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: --- -----*Address,,' &te *Cross Street: *Phone-No.: = ZI CY Permit No.: -- 6-7 H Z)-9 D, Tax Map District: 1000 Section: - Block: Lot: *B IEF DESCRIPTION OF WORK (Please Prin Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES / NO Rough I Final *Do you need a Temp Certificate: YES / NO Temp Information (If needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form -„,CBD Croup` ; Architecture ,""Engineering ,• Planning, P:C. , 29 Central"Avenue - Hauppauge; NY 11788' Stephen S.Fontana, RA Phone (631) 234-8877 Fax (63,1) 234-8903, Salvatore Capitano,PE email:-office@cbdgTotip.net October 4,2011 Town of Southhold Building Department 53095Route'25: � ; Southold,NY 11971 RE: Bakanic Residence Energy Compliance Code Dear'Mr. Gillen Enclosed,,please find the revised Compliance Certificate. To'the best of my-knowledge; ResCheck,2009 is the latest addition:I've attempted to.down_load'the latest-version-and was prompted'that 2009 is•the latest. The International Code C_ouncil'-s'latest addition of the Energy Conservation Construction Code of New York State has been revised,and adopted in December of 2010. I've. incorporated the Insulation and Fenestration requirements by Component into'the ResCheck calculations and have met the fequirements of Table`402.1 A using the prescriptive method. Additionally,'please find 4 copies of the floor plan showing'the cathedral'roof rafter size increased to 2"x 12"to accommodate the 10,%"R=38 insulation. Please advise if there is anything else you need or,advise wh&o the 2010 Res Check-is - available. Resp ctfu Step n Fontana, RA. OICT 5 .2011 BLDG'DEPT TOWN-OF SOUTHOLD Southold Town Building Department 3�gufFa4coGy P.O.Box 1179 Permit#: 36727 3 54375 Main Road o g Southold,New York 11971 Permit Date: 9/30/2011 (631) 765-1802 Expiration Date: 3/31/2013 Parcel ID: 88.-2-20 BUILDING PERMIT RENEWAL LETTER Dated: 7/21/2014 Applicant: Bakanic, Johnny&Bakanic, Janine Location: 9502 No. Bayview Road, Southold,NY Work Description: SINGLE FAMILY DWELLING Demolition&Re-Construction of a Single Family(Fire Damaged)Building; Family Room, Kitchen,Dining Room,Nook,Foyer, 3 Bedrooms, 2 Baths, 1-1/2 Bath, Laundry, Porch, Mud Room, 2 Car Garage, Loft, Basement, Cellar Entrance, as applied for. A FEE OF $1318.40 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Bakanic, Johnny& Janine Address: 9502 No. Bayview Road Southold,NY 11971 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department, P.O. Box 1179, Southold, New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. NeCARTIIY MAN/AGEM W, INC. is 21 are] 46520 COUNTY ROAD.48 SOUTHOLD, NY 11971 DATE 'JOB�NQ,`": - - � r �«m03i),765-5815 FAX�(631)" 65=5816 ;� �� ATTENTIONS n _T�;, 1, 7 �,p���� - ��,Ai r y� reA,•_':6 �WE,°ARE SENDING�YOU =❑-wAttache_d:� =��1 �"'lJnderse°crate co"verwia the•foltci , p, wing°ite�rris��, �❑ >Piin#s� '`. n; ❑ �Rlans �Sam'Ples � �❑ 'Sp�ee,cifiatio❑ ShopdraWin-g ns F - `❑;Copy;of-letterx ��_� F�CE'Change�arder _ p• 'e w w4 i3 n COPIESDATE No. B 0 l 01- fij °!r Of L 0 THESE ARE TRANSMITTED as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution- 0 As requested ❑ Returned for corrections ❑ Return corrected`prints ❑ For review and comment ❑ ❑ FORBIDS DUE 0 PRINTS RETURNED AFTER LOAN TO US REMARKS COPY TO SIGNED: If enclosures are not as noted,kindly notify us at once. SURVEY OF , 666.8 BA YVI L 0 T 4 ti 6 -�T�V, h S 73•�4 0�� MAP OF h q '25.55'go 25.,,'0 e P E LLI C AN O WOODS o ' FILE No. 10069 FILED OCTOBER 6, 1997 0� ' SITUATE BAYVIEW TOWN OF SOUTHOLD ham. SUFFOLK COUNTY , NEW YORK S.C. TAX No. 1000—88 02-20 q-w SCALE 1 "=40' a' AUGUST 2, 2018 O Ai / 3Q ho AREA = 106,378 sq. ft. 2.442 cc. bN y�• �M N o� NOTES: 3 WELL 1. ELEVATIONS ARE REFERENCED TO AN NAVD 1988 DATUM / s EXISTING ELEVATIONS ARE SHOWN THUS:XXX 2. REFER TO FILED MAP FOR TEST HOLE DATA. 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. / 1 TANK; 8' DIA. X 4' EFFECTIVE DEPTH ,VV4. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. / /y 3 POOLS; 6' DEEP, 8' dia. 5. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. o / 2 S TEST HOLE DATA / \ (TEST HOLE ON LOT 3 OF FILED MAP) EL 14.0• 0• DARN BROWN LOAM OL NI �\ I BROWN SANDY LOAM SM I 150 2.0 o 4 •00 m i o �S ¢ 1 2.36, U A I PALE BROWN FINE TO COARSE SAND SP \ o (Y 4/ O 11—mi— AV 'S' 10.5, CESSPOOLS O Q SA moTESTST No.g�6G5 GROUND405906072 10102 c_88437 \ WATER IN PALE BROWN FINE TO COARSE SAND SP O 17, \• R4�>FN,`10.9 4 1`° S 6>•S3 SO'A ° O ! £ 1]Q °a o0IV. @F e A ,P RF@qLa�9y .a AME N @L0 v oHED 6�S SUR@ n . 2 SQA, C F OR/ @ L ° @<0c �T a 4a a OCESSPOOLS O n i X 90�Rf4R 4 e a e 'F O A 14.0 n ° sA eke RfU e ° e n oRMF�� a e 9e '�. .n � , A. WELL 0,001) NO s / d .< v / FkISnNc w S 40, v X FL( a 150, / SaVr wOO@ 'but, O A- Rqi F 'N 'A ae \501 TEST HOLE 8'dia.x 6'deep , �~ 000 Gam"1\0 f4.0 WELL e.'LEA HIND PCOM / »i\ GGt t��BB B\aON \QbQ I:f: �i>`.F fL RPM 9_ a, N.::::::::::: 2� A Z Sj GPR oG�000s > �4 �Oc� cry � X39 '•���SZ o 3 = V N 5 2 v g N OPOSEO A Qp� 7, �.:.';" ''' P�„GA• NOSE � UNAUTHORIZED ALTERATION OR TION TO THIS SURVEY IS AA VIOLATION OF Sp Jj G 10 411 o tt6 NOE CESSPOOLS SECTION 7209 OF THE NEW YORK STATE O4"E O EDUCATION LAW. O G COPIES FI MAP NOT THE LANDS SURVEYOR'S INKED RING NKED SEAL OR ��GOQ ~O SLAB SPF EMBOSSED SEAL SHALL NOT BE CONSIDERED M VNO PRK GPP `hyoti TO BE A VALID TRUE COPY. 1;i ZPN Wp0D TIE �^ CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY cb IS PREPARED, AND ON HIS BEHALF TO THE •LOT PtpY ARE 2� 4 TITLE COMPANY, GOVERNMENTAL AGENCY AND O v LENDING INSTITUTION LISTED HEREON, AND 2•�. 4 TO THE ASSIGNEES OF THE LENDING INSTI— moo$?' c/ i TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �J' y 03 O�r THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. x_11 " p ry f"1TF RAIL PFNof vJ�'/L"~ PREPARED IN ACCORDANCE WITH THE MINIMUM O `� STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED 611 1 FOR SUCH USE BY THE NEW YORK STATE LAND Q TITLE ASSOCIATION. N SSI f �qC 3rA o5wF Y i' LST qNT w000 FOUN OSAF �A>F C,, w0po 69 26' N.Y.S. Lic. No. 50467 $ 0Potj,/WOOD Sof Nathan Taft Corwin III Land Surveyor RAYS �qQq,VT w�°STAFo F,�ND sU LoT JA !V s Successor To: Stanley J. Isaksen, Jr. L.S. Cf D /OPly" F oP-/C,k'SCI�jO � =2� ryry � Joseph A. Ingegno L.S. CTO 0 A �p � as c� Title Surveys — Subdivisions — Site Plans — Construction Layout e£R 4, .2002 "P k 7'�i TRT ,, 2153 aON� MONO G '1 c,� PHONE (631)727-2090 Fax (631)727-1727 ? qs F(F oSU�Y Cljj Ak 23' /40 31 Ase OFFICES LOCATED AT MAILING ADDRESS 0838 .o�N sc 1586 Main Road P.O. Box 16 Y Jamesport, New York 11947 Jamesport, New York 11947 CESSPOOL NoRT SURVEY OF W � BA y 686.96. • Vj� r , ., ,o.. . LOT 4 ti W S X3,4,>> ROD , sb,:-.4 MAP OF ?5 �0" f _ -, „ ..' PELLICANO WOODS oM FILE No. 10069 FILED OCTOBER 6, 1997 0 / SITUATE O `VN� / O. ,/ $oA BAYVIEW �y TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK wry' S.C. TAX No. 1000-88-02-20 SCALE 1 "=40' AUGUST 2, 2018 o O yo" AREA = 106,378 sq. ft. o t�� 2.442 ac. 3Q rnN O NOTES: WELL 1. ELEVATIONS ARE REFERENCED TO AN NAVD 1988 DATUM / r EXISTING ELEVATIONS ARE SHOWN THUS:2U 2. REFER TO FILED MAP FOR TEST HOLE DATA. oil 3. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. Opo• 1 TANK; 8' DIA. XX EFFECTIVE DEPTH N�'p a•- --^"47 MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HUUSE IS 400 sq ft SIDEWALL AREA. / /h ry _ �a 3 POOLS; 6' DEEP, 8' d1c. SUFFOLK COUNTY DIEPAR�i MEN 6 OF t ii:.!•'.Lt H S i`vtGE�Y 5 THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD ! AA, OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �t^•..fi"�11T F0:1�i7!'R0VAI_07 it 1 Llr E`sO:ti i"0�:f 9 W It 44/ \a.0o JAN 0 Q 2013 s2, TEST HOLE DATA / \ FO R S I J1 F�`Y I— U M 0= �1.:D 0 01 El (TEST HOLE ON LOT 3 OF FILED MAP) EXPIRES T�F2CC YEARS t"Rt3r.1 ORS!E. OF f,,PPFz0VAL �BROWN um a BROWN SANDY LOAM SM If CAIRASO zA o I 4"52 00, , 1 3 w j I I PALE BROWN FINE TO COARSE SAND SP \ b UY / o / EL 3.5' 10.5' \\ Ile / CESSPOOLS O 3'0 11.0,HIGHEST WELLNo.EXPECTED Q ROUND oi�itRtotoz S B143.1 WATER IN PALE BROWN FINE TO COARSE SAND SP O 17' D%N�in� d O J3Sp,, d E N R6 BL�k ° ,' a SHtME 7'C s CUR@' •:° •GRq . SO,, AFL DRi RF UNO ° 41 a QF(�gN L RqR d D�Oc OT ° k cURe 4DW"44 yO O ° 4 v CESSPOOLS O .10 i ' 0 N" a 0 F .4 . . . 'wry BO,d-� R f U � .' d SFORMfRJ,:1 Og,� . . � ° WELL -- ti ° � ST'gkf CO t / 40 d u / FkiSnNG w '4�' o Y fLG S ° -4 ' / mw ° 150, / 4 So�T w�0 s qK D Q F 14) .4 a 150' r" y FfN t8ef ° yD(Zh0 ° TEST HOLE 8'dla.x b'deepp' v ONGZPa OJFO c`P�S\0 / 0N A. WELL °. LEAGHIN6 PO OL5 / f 4.0 A e •° f15.g'1 ttiE ON A ,Q;� `t`rJ w Yto 5 w �. St0 �pG�Mss O � 0 i � e ' E*\S�o�P �"��G seg�oao°M 2�\ 3 ? N \ asE° w �5, ` C, OP• 7?7, \ .•5$ p..�GQOOYt �0 3 oRNeN '.CONG•',....•..`..;:;~':-GP's CONG' �p4N �' �� \ UNAUTHORIZED ALTERATION OR ADDITION PVS.��E fENGE GNfENG P\"� E(PEopO SE TO THIS SURVEY IS A VIOLATION OF 5 pN W NC cEssaooLs O SECTION 7209 OF THE NEW YORK STATE 0,4,EE EDUCATION LAW. w O COPIES OF THIS SURVEY MAP NOT BEARINGrn""Ist be in THE LAND SURVEYOR'S INKED SEAL OR 5� P EMBOSSED SEAL SHALL NOT BE CONSIDERED t.. \°y,i`.' S' it"'�Y 4.` ''..:" iLLdi� TO BE A VALID TRUE COPY. Cva;l.' => '_: x ':': �NOE pROPpg -- ,t> X/1 g i WOOD TIE CERTIFICATIONS INDICATED HEREON SHALL RUN �.-cii aa•.L.i.,i°i.i S>3 6'd \�;i ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Zop PIAT ARS^ O TITLE COMPANY, GOVERNMENTAL AGENCY AND '. ¢ LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF 'wooD ANY, NOT SHOWN ARE NOT GUARANTEED. 1 r; 27cf IV IV r, GqT R9/4 PREPARED IN ACCORDANCE WITH THE MINIMUM O F W STANDARDS FOR TITLE SURVEYS AS ESTABLISHED w^ BY THE L.I.A.L.S. AND APPROVED AND ADOPTED ° FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCHIM9-- m y 1 AF c$ F �" j sr-� � •.`\'�?� ��� VgCq Lo7^ � WOOD sT,gr f 11.5 rA V4, 6g•2 QS N.Y.S. Lic. No. 50467 s�S 001. Nathan Taft Corwin III �rf w'RF�NOf 3 tY Land Surveyor RAy �ND AsU LOT�A�T w�°s° e M / jI� O .N I N s Successor To: Stanley J. Isaksen, Jr. L.S. P/4 CD ON f 0 Fk`�CI S O 1j1• � FfNcf os' ==r (IV � Joseph A. Ingegno L.S. OC710'9"'ICF 0 N A `4p F ra c� S OR ? coN aou v ?ae Title Surveys — Subdivisions — Site Plans — Construction Layout 4, ?pNF Ct K TE sl °' toy° v PHONE (631)727-2090 Fax (631)727-1727 D2 ASFFCF oSU o N A .23. •,D o� o�Q� OFFICES LOCATED AT MAILING ADDRESS X0838 COUNTSCjN 1586 Main Road P.O. Box 16 Y Jamesport, New York 11947 Jamesport, New York 11947 CESSPOOL 686.96' TO ROAD SEAWOOD BAYVROAIEW DRIVE NORTH DEC _ g 2011 BLDG.DEPT. TOWN OF SOUTHOLD I I U o I �� \ N 0 \ I I in R = 50.00' I L = 52.36' LOT No. 2 118.30' S67'52'50"E 401.47' a D.I. zo \D EL 11.80 x 011 71 DRIVEWAY UNDER CONSTRUCTION N 0 EL 11.64 N67'52 50 W 190.00 M cV 94.2' - r \ 00 79.7' V Q 17 w� CERTIFIED i.�OFNE4V HH. Zg y0 ° roti Fc �� m Z Q ,r; t Z U \1 � • p W NOTE: rCz,4. p AD- q, 0 INTERIOR CORRAL FENCES CL O 0� WERE NOT LOCATED AND a THE EXISTENCE O�OL o49a49 U WAY ARE NOT SHOWN. AND/OR EASEMENTS OF RECORDJF lF 1 p ANY, NOT SHOWN ARE NOT ` N N GUARANTEED. \ Z LOT N o. 4 C*4 UNAUTHORIZED ALTERATION OR ADDITION 2.44 ACRES TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE-NEW YORK STATE EDUCATION LAW. ' COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY \ GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY _ IS PREPARED, AND ON HIS BEHALF TO THE N6 �6 50 W 253.23 TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND \ TO THE ASSIGNEES OF THE LENDING INSTI- TUTION, GUARANTEES ARE NOT TRANSFERABLE. SURVEY OF: DESCRIBED PROPERTY ALSO KNOWN AS LOT No. 4 ON MINOR KENNETH H. BECKMAN, L.S. SUBDIVISION OF "PELLICANO WOODS" SITUATED IN: BAYI//EW Surveying and Land Planning 1814 Middle Country Road TOWN OF: SOUMOLDSuite D Ridge, N.Y. 11961 SUFFOLK COUNTY, NEW YORK (631) 345-9427 FAX (631) 345-9429 DATE: 4/7/97 JOB NO. B7-2737 SCALE: 1" _ X60' DIST. SEC. BLK. LOT - S.C.T.M. NO. 9000 - FOUNDATION LOCATION (NEW HOUSE) 11/10/2011 Bll-13864 '1 FINAL SURVEY 6/4/02 B02-6926 V FOUNDATION LOCATION 3/10/98 B8-3491 NORTHSURVEY OF �w 6869 , BA�Ur LOT 4 ti 6 �W RO MAP OF q '?SSS• S 5'��'°" f A� PELLICANO WOODS o ' FILE No. 10069 FILED OCTOBER 6, 1997 0 o�M ' 3 SITUATE 0 =�/ BAYVIEW /NNO TOWN OF SOUTHOLD W� ,,a• '; y SUFFOLK COUNTY, NEW YORK ��tih• / S.C. TAX No. 1000-88-02-20 SCALE 1 "=40' a°^ AUGUST 2, 2018 MARCH 5, 2019 FOUNDATION LOCATION � a•.� OCTOBER 30, 2019 FINAL SURVEY 0 h p � AREA = 106,378 sq. ft. 3 0 2.442 ac. N dJ! Q �hWELL - /yNp~ NOV "" 1 2019 2 S gl 4� Sp•pp° S2 36, r A �\ 118 30• 2 CESSPOOLS O m O O Z a 3 Sp dF s� '50 top d D WtCC/O NG OCESSPOOLS O ° 1 Re NN° e o•e. ° ,e sp•p pct ° d SpORM ] ' •e etl e OgE' WELL W F °0O �UNp / 401.4) SEPTIC SYSTEM TIE MEASUREMENTSNc44 3 HOUSE HOUSE $ / CORNER aA CORNER EB MSW Cb 'WOODs7°arf° O SEPTIC TANK 43' 29.5' a m C �G� COVER LEACHINIG POOL 61' 15'COVER / / N P / FfN LEACHING POOL COVER 2 72' 30' LEACHING POOL WELL COVER 3 62' 39' ° a •° cN\N0 • tP�R RooeGP �3 >� \�5 N`66 O �" o �;%- P°a • o. o. i f rj 1.1kRAGE 000" GP g�G�+ . '•y: '> 3 9 � ,�8 4'g� �,�,'� SPOON \`� 0 6 ,:l`•�Y'O•RNENP GQG. . N �� RAF P N 55 ?00- UNAUTHORIZED ALTERATION OR ADDITION ` OPS S�t� GRO�NO O TO THIS SURVEY IS A VIOLATION OF °e'CE CESSPOOLS SECTION 7209 OF THE NEW YORK STATE �RG OpPNR e E O EDUCATION LAW. oOPR �ti COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR tE N0 EMBOSSED SEAL SHALL NOT BE CONSIDERED za>• of TO BE A VALID TRUE COPY. 9 A Amgv Wp00�E ` \\ CERTIFICA110NS INDICATED HEREON SHALL RUNOCL ONLY TO THE PERSON FOR WHOM THE SURVEY 2°¢-Q n IS PREPARED, AND ON HIS BEHALF TO THE o°4mo L�?' PUY �� _� Q TITLE COMPANY, GOVERNMENTAL AGENCY AND � NDING INSTITUTION NEES OFLISTED TOTHE ASSIGNEES E ENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Cq�E BD O o�W THE EXISTENCE OF RIGHT OF WAYSa�t'1 AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. CV CY PREPARED IN ACCORDANCE WITH THE MINIMUM J W STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND PROVED AND ADOPTED FOR SUCH US E EW YORK STATE LAND TITLE ASSOCIA N,s. Cv J. A o VCE °'3 g�,s7�gRN y LpIACqNT WOOD sr°l'ND At N.Y.S. Lic. No. 50467 69.-26'50,, / o Nathan Taft Corwin III S� W/RE ��E A2. Land Surveyor RAY` OX SU LoT�gNT P° lQD JAY rwzf o .CIV kzlsSuccessor To: Stanley J. Isaksen, Jr. L.S. ON 0 0 4k&CIj jow NOE SS =� Joseph A. Ingegno L.S. OTO f 0 A A F t� a oI ol Title Surveys - Subdivisions - Site Plans - Construction Layout efR 4, 2002 CZ 0��+j�, ?53,23,NC 3 � PHONE (631)727-2090 Fax (631)727-1727 F/�£ No. S�UFee�O � A y oy F OFFICES LOCATED AT MAILING ADDRESS ° /0838 COON 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 0 CESSPOOL pr,Ir:. N®1�T OCT 2 7 2020 STT T SURVEY OF 686-96' : :,- •�•_ LOT 4 X25SJr, 25.1>>0 e A.D r r MAP OF PELLICANO WOODS FILE No. 10069 FILED OCTOBER 6, 1997 SITUATE N o / o^ ,� NN BAYVIEW TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK N S.C. TAX No. 1000-88-02-20 a a SCALE 1 "=40' AUGUST 2, 2018 MARCH 5, 2019 FOUNDATION LOCATION o OCTOBER 30, 2019 FINAL SURVEY sy a AUGUST 10, 2020 ADD NOTE TO METAL COVER IN FRONT YARD P � M AREA = 106,378 sq. ft. lb^;� 04 �Nry• 2.442 ac. h ' ' - ELL W / oN SUFFpLIf p.......... R Af�1�npt, l i r1r�VT A L,O.,r,, pt U r Date NOS , SlI 61fig tvp� H"'�nVIOES S&'C;K Foy SpeC efjd�D-�8(w `!Cir e$atisfa c, tti;ie i - / \\ ily fflue, FOR A1 v'q�COi\ri�jl p Ct;'G.O`ar l,'7 9 IO�,tiOn�,3yo z \\ ass `� _ �•O�OPCS and found to 1S. cF cPPer, F r_ aSO \S2.36, r m Nl \\ 3C+ CESSPOOLS O O d L� da G N Rf(J ef�C e e Q9R 44 y e B(aC 6'•S2`S0'' k CURB FOVN a �AY < ef(C Rf�R d LOQ O C n, .d k c4Re D{yCCC/HG e . OCESSPOOLS ,. O d "NSF eOk v )PIO oRMfR �,oR e0 e. eb ^' nWELL 1100, Mh a � 401 SEPTIC SYSTEM TIE MEASUREMENTS v fx/S .e d o cYi nNC 1144 S� HOUSE HOUSE o ORo� CORNER �A CORNER OB Co °/+/ 110110 Fou SrA a � N COVER SEPTIC TANK 43' 29.5' < , / co Kf h ^� d LEACHING POOLN COVER 1 61' 15' e e / COVERLEACHIN2 POOL 72• 30' d e G�UNG �' % i8 fcf LEACHING POOL WELL COVER 3 62' 39' .d. . < • sEP�\G m�RGH 3 �`�• N'66 0 yNz o N\ 2 SPNK SO-PZE c • 21 gIC `O r 1 V. c�2 GN\N 1CID. [�," "-F N� i 1n 9 •5 5 16 SCREG\N.\ vol S�EpS cbNG. ' N UNAUTHORIZED ALTERATION OR ADDITION RO°f P R N 55 PO°\ o GPZE SASE Ga0JN0 \ O THIS SURVEY IS A VIOLATION OF SE °JN \N FfN SEC710N 7209 OF THE NEW YORK STATE 0' C CESSPOOLS 4, EDUCATION LAW. JN°E�pF°PSE ' \4• Ef OCOPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 5\ °n \0\ of TO BE A VALID TRUE COPY. � E Q m� W00 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY Q� IS PREPARED, AND ON HIS BEHALF TO THE2ve Q Q TITLE COMPANY, GOVERNMENTAL AGENCY AND c°�°o LOT v Q LENDING INSTITUTION LISTED HEREON, AND - TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. eOgRo =G� O O�F THE EXISTENCE OF RIGHT OF WAYS N g w/Rf � AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 2°�, re°gNce � PREPARED IN ACCORDANCE WITH THE MINIMUM Q STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. AND APPROVED AND ADOPTED FOR SUCH USE BY THF,., EW,YORK STATE LAND TITLE ASSOCIATION,' O C4, y OF t�E- rV A AF �V (/ RqM Vgeq N, o.C' r eu�°jNc SN LST HT 1,000 S o&0 / s , a 3 rgkf CATf v� N.Y.S. Lic. No. 50467 69. 2'6 'So a O'' F rV /N'°pA O Sr�e Nathan Taft Corwin III w/Rf�N°f Land Surveyor RAy �ND L�gCgHTe ,�o F/CfD �A "" 6!0 ?' /A( Ty y Aja N's," FfNcf 2 ; Successor To: StanleyJ. Isaksen, Jr. L.S. 0 's N °5•S, N JosepA. Ingegno L.S. N OCOe/CF OWN A ! 4p �a �/ 0 s c� Title Surveys — Subdivisions — Site Plans — Construction Layout £R 4, 200E C(� S?'�i 2$3 cON� PHONE (631)727-2090 Fax (631)727-1727 2 AS F4f oS o !yj '23' v Q�"Qm� OFFICES MainLOCATED RoadAT MAILING ADDRESS 16SS 10-1 CQtksCIN J� Jamesport, New York 11947 Jamesport, New York 11947 0 CESSPOOL "REScheck Software Version 4.4.1 Compliance Certificate Project Title: Bakanic Residence Energy Code: 2009 IECC Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage: 16% Heating Degree Days: 5999' Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: 9502 N Bayview Road Stephen Fontana Southold,NY 11971 29 Central Avenue Hauppauge,NY 11788 631234-8877 steve@cbdgroup.net Compliance:3.7%Better Than Code Maximum UA:545 Your UA:525 The%Better or Worse Than Code index reflects how dose 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. IS , • • • i Ceiling 1:-Flat Ceiling or Scissor Truss 2460 30.0 0.0 86 Ceiling 2:Cathedral Ceiling(no attic) _ 546 30.0 00 17 Skylight 1:Metal Frame with Thermal Break:Double Pane with 40 0,290 12 Low-E , , Wall 1:Wood Frame,16"O.C. 2701 13.0 0.0 " 181 Window 1:Wood Frame:Double Pane with Low-E 399 0.310 124 Door 1-Glass 36 0.310 11 Door 2:Solid 54 0.270 15 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1678 19.0 0.0 79 Compliance Statement: The proposed building design described here is consistent with th b Ilding plans,specifications,and other calculations submitted with the permit application.The proposed building has been desig o meet the 2009 IECC requirements in REScheck Version 4.4.1 and to comply with the mandatory requirements It ed in the R heck Inspection Checklist. 0-0 �meTitleignature ate 0 Project Title: Bakanic Residence Report date:'04/20/11 Data filename. Untitled rck Page'1 of 4 .4 REScheck Software Version 4.4.2 CNJ( Compliance Certificate Project Title: Bakanic Residence Energy Code: 20091ECC Location: Suffolk County,New York Construction Type: Single Family Glazing Area Percentage- 16% Heating Degree Days: 5999 Climate Zone: 4 Construction Site: Owner/Agent: Designer/ ontractor: 9502 N Bayview Road Stephen Fontana Southold,NY 11971 29 Central Avenue Hauppauge,NY 11788 631 234-8877 steve@cbdgroup.net Compliance: •• . Compliance:6.4%Better Than Code Maximum UA:545 Your UA:510 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 Gross Cavity Cont. Glazing UA Assembly Area or R-Value R-Value or Door Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 2460 38.0 0.0 74 Ceiling 2:Cathedral Ceiling(no attic) 546 38.0 00 14 Skylight 1:Metal Frame with Thermal Break:Double Pane with 40 0.290 12 Low-E Wall 1:Wood Frame,16"D.C. 2701 13.0 0.0 181 Window 1:Wood Frame-Double Pane with Low-E 399 0.310 124 Door 1:Glass 36 0.310 11 Door 2:Solid 54 0.270 15 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1678 19.0 0.0 79 Compliance Statement: The proposed building design described here is consistent with the bui ing plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed t et the 2009 IECC requirements in REScheck Version 4.4 2 and to comply with the mandatoryrequirement list d in the RESch c inspection Checklist. 1-0 Name-Title S at re Date D E W OCT - 5 2011 Q BLDG DEPT TOWN OF SOUTHOLD Project Title: Bakanic Residence Report date: 10/04/11 Data filename.C:\Documents and Settings\Steve Fontana\My Documents\REScheck\Bakanic.rck Page 1 of 4 REScheck Software Version 4.4.2 Inspection Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments. ❑ Ceiling 2:Cathedral Ceiling(no attic),R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-13.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame.Double Pane with Low-E,U-factor.0.310 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Skylights: ❑ Skylight 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.290 For skylights without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.310 Comments: ❑ Door 2:Solid,U-factor:0.270 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Floor insulation is installed in permanent contact with the underside of the subfloor decking. Air Leakage: F1 Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage)to at least the level of insulation on the surrounding surfaces.Where loose fill insulation exists,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. ❑ Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 50 pascals OR 2)the following items have been satisfied, Project Title: Bakanic Residence Report date. 10/04/11 Data filename:C•\Documents and Settings\Steve Fontana\My Documents\REScheck\Bakanic.rck Page 2 of 4 (a)Air barriers and thermal barrier-Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. ` (b)Ceiling/attic:Air barrier in any dropped ceding/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the budding envelope air barrier. (d)Floors-Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9)Shower/tub on exterior wall*Insulation exists between showers/tubs and exterior wall. Sunrooms: Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0 75 New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Materials Identification and Installation: Lj Materials and equipment are installed in accordance with the manufacturer's installation instructions. Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to at least R-6. Duct Construction and Testing: ❑ Building framing cavities are not used as supply ducts. F1 All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,mastics,liquid sealants,gasketmg or other approved closure systems.Tapes,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 240.5 cfm(8 cfm per 100 ft2 of conditioned floor area). (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 360.7 cfm(12 cfm per 100 ft2 of conditioned floor area). (3)Rough-in total leakage test with air handler installed.Less than or equal to 180 4 cfm(6 cfm per 100 ft2 of conditioned floor area). (4)Rough-in total leakage test without air handler installed:Less than or equal to 120.2 cfm(4 cfm per 100 ft2 of conditioned floor area) Temperature Controls: ❑ Where the primary heating system is a forced air-fumace,at least one programmable thermostat is installed to control the primary heating system and has set-points initialized at 70 degree F for the heating cycle and 78 degree F for the cooling cycle. F-1 Heat pumps having supplementary electric-resistance heat have controls that prevent supplemental heat operation when the compressor can meet the heating load. Heating and Cooling Equipment Sizing: ❑ Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. L:j For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building Mechanical and/or Service Water Heating(Sections 503 and 504). Circulating Service Hot Water Systems: F1 Circulating service hot water pipes are insulated to R-2. ❑ Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use Project Title: Bakanic Residence Report date: 10/04/11 Data filename:C•\Documents and Settings\Steve Fontana\My Documents\REScheck\Bakanic.rck Page 3 of 4 Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: F-1 Heated swimming pools have an on/off heater switch. F1 Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions- Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Lj Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: F1 A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage—15 (d)50 lumens per watt for lamp wattage>15 and—40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: u Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement's'). Certificate: A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels (VOTES TO FIELD:(Budding Department Use Only) Project Title: Bakanic Residence Report date: 10/04/11 Data filename-CADocuments and Settings\Steve Fontana\My Documents\REScheck\Bakanic.rck Page 4 of 4 . 2009 IECC Energy Efficiency Certificate Insulation . RrValue Ceiling/Roof 38.00 Wall 13.00 Floor/Foundation 19.00 Ductwork(unconditioned spaces): Glass&D.. Window 0.31 Skylight 0.29 Door 0.27 NA Cooling,Heating& Heating System: Cooling System: Water Heater: Name: Date: Comments: Generated Y REScheck-Web Software C�J( Compliance Certificate Project Samon 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: 9502 North Bayview Road Southold, NY pmamom-ftmw mum UMT@&B^ o Compliance 8.9%Better Than Code Maximum UA- 304 Your UA. 277 Maximum SHGC: 0.40 Your SHGC. 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross;Area . e sCavity Co:nt. a Bunk room ceiling: Flat Ceiling or Scissor Truss 567 35.0 1.5 0.030 17 1st floor ceilings: Flat Ceiling or Scissor Truss 1,050 38.0 1.5 0.029 30 1st Floor Walls:Wood Frame, 16"o.c. 885 21.0 1.5 0.052 33 FWH60611 w/Transom: Glass Door(over 50%glazing) 48 0.300 14 SHGC: 0.30 TWT2410 (x2):Wood Frame 5 0.300 2 SHGC: 0.30 TW24510 (x2): Wood Frame 28 0.300 8 SHGC: 0.30 TW2446-2 w/Trans:Wood Frame 32 0.300 10 SHGC: 0.30 TW2452-2:Wood Frame 25 0.300 8 SHGC: 0.30 TW2452-2 w/Trans(x3):Wood Frame 104 0.300 31 SHGC: 0.30 Bunk room walls:Wood Frame, 16"o.c. 805 15.0 1.5 0.068 52 WA26310:Wood Frame 10 0.300 3 SHGC: 0.30 AN281(x4):Wood Frame 21 0.300 6 SHGC: 0.30 TW3446: Wood Frame 15 0.300 5 SHGC: 0.30 Floor at 1st floor additions:All-Wood joist/Truss 1,050 25.0 1.0 0.036 38 Bunk room floor:All-Wood Joist/Truss 567 25.0 1.0 0.036 20 Project Title: Samon Residence Report date: 01/10/19 Data filename: Pagel of 2 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirer9en,Vsted in the REScheck Inspection Checklist. !'4 L,. 1r.I 1 c`�..s 1�.E. Name-Title Signature Date 1,EE ` r Q I W �® 6806 Project Title: Samon Residence Report date: 01/10/19 Data filename: Page 2 of 2 Generated by REScheck-Web Software Compliance Certificate Project Samon 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: 9502 North Bayview Road Southold,NY ' e• fr,:,F,N; 7r �:'^:.'„- ,d;':rc`3 s,l�,' ',"tar> IY�', .`r:�x'*'rr'i,£w„ ^mo-. -k�;,- - - -,i;� ,rF 1' 1 , ,• ,iv�' `� ,„r,a _.r_�j'sµ....t�-c,,. .?�.,'�G_ vzri,ly., a�` `,n+ •a,,,,° Compliance: 4.3%Better Than Code Maximum UA: 303 Your UA: 290 Maximum SHGC. 0.40 Your SHGC: 0,30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Assembly Gross Area Cavity Cont. U-Factor UA Perimeter Bunk room ceiling at 2x10 framing:Flat Ceiling or Scissor Truss 519 25.0 0,0 0.040 21 1st floor ceilings: Flat Ceiling or Scissor Truss 1,050 30.0 0.0 0.035 37 Bunk room ceiling at bathroom-2x8 framing:Cathedral Ceiling(no attic) 48 21.0 0.0 0.048 2 1st Floor Walls:Wood Frame, 16"D.C. 885 21.0 1.5 0.052 33 FWH60611 w/Transom: Glass Door(over 50%glazing) 48 0.300 14 SHGC: 0.30 TWT2410(x2):Wood Frame 5 0.300 2 SHGC: 0,30 TW24510(x2):Wood Frame 28 0.300 8 SHGC: 0.30 TW2446-2 w/Trans:Wood Frame 32 0.300 10 SHGC: 0.30 TW2452-2:Wood Frame 25 0.300 8 SHGC: 0.30 TW2452-2 w/Trans(x3):Wood Frame 104 0,300 31 SHGC: 0.30 Bunk room walls:Wood Frame, 16”D.C. 805 15.0 1.5 0,068 52 WA26310:Wood Frame 10 0.300 3 SHGC: 0.30 AN281(x4):Wood Frame 21 0,300 6 SHGC: 0,30 TW3446:Wood Frame 15 0,300 5 SHGC: 0.30 Floor at 1st floor additions:All-Wood Joist/Truss 1,050 25.0 1.0 0.036 38 Bunk room floor:All-Wood Joist/Truss 567 25.0 1.0 0.036 20 Project Title: Samon Residence Report date: 06/03/19 Data filename: Pagel of 2 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Notes: BUILDING OFFICIAL NOTE-THIS ResCheck HAS BEEN UPDATED TO REFLECT THE FOLLOWING CHANGES: BUNK/BEDROOM CEILING (2X10 FRAMING) MEETS CODE AT R25. INSTALLER SHALL INSTALL BAFFLES TO MAINTAIN AIR FLOW AT ENTIRE CEILING AREA. BUNK BATHROOM CEILING (2X8 FRAMING) MEETS CODE AT R21. INSTALLER SHALL INSTALL BAFFLES TO MAINTAIN AIR FLOR AT ENTIRE CEILING AREA. Project Title: Samon Residence Report date: 06/03/19 Data filename: Page 2 of 2 ".!q ?P ------ Seal and Signature: CS - I II It I 1 11 C. 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IIw 4) " LU 1U .2 01 10 Z7) +4t:Ig iL ItNLT P AS X, ­Fh ------------- ------------ - "I ........... _4 ING- 0 1+1 _1K &M C2) ti' x 5ap-5: Hr_-A1:;>M, 0 Lij co _j U) < roP.4,"H z 0 It It 0 co co W cc II w is I II II O ik —_ _— - ` l-- Y..- _ `�' II__ __ _ itfz IE. IE DWG. NO. Ell o0off PLAA, I It ju jLj W3 MW- 3 49k � . . � BF4 qm-a I I . I.................................I................................................................................................I..............�.....:M_._;-....:...:11.1.....::,.-...::........._..............�.................................................I................... 1. .. , . � ... 1-11 1. - I� � . - ­­­­:.. I I -T-AB 11 "CLIM _r . . ­­ . , ��­r.-­�_- *,k�*.,�',,-,.'i,� . ,**.!.-c,�",.". ��--,� -�� . . . . I affir t ...- - . : ... .... .. i... TABLE-R301.2 Y'- AT,,IGAND:GEOGRAPHIC_�DESIGN.,RITERIA: i . ''. ' ' N ..... ...4 4 .�. -- , " "I" - . . � .,� - . ___ ;GROUND; WIRD DESIGN, .§�ISI�C:: I. - SUBJECTTO DAMAGE FROM -1 .,:I"CE�SH :1 , ]AIR FIR - - ,��'­­''"�­­_­­' ,�­.. . :: ; ..io�i6ii46�uua.___" 0 L 0 _P . * : . 'i.-:---,.�­a.. �-,.7"- ,;­0"�,��,�_�'.. - WINTER1. J& EZING , `", ..�. '] 0 -,-.",, :sN 0 ­;..... EPOS - oiasicN ZE U'ELP , `..'.- -.'z,.. -.. , , .::': � DESIGN CAT .=. .. , .� , : ' MB �. : , � , ", -, Tb4 IN ­­7 _,_.�'.-'�".'­ . I . . I __ .� . 'I IMIRWJ�RD'I'llyfE , �LQCXVON L i t--6 , TLINE , - .37,-,,;, .., :: - y - � .-- _--,� �: 3 . . .. i I i6ti&RIPf6fib : ,. . , , , . , '­ - - .. . _ , - , ,I� . . . i I '��O Fi E� � ... * K � � , ,��. .� 'I . .... : :...: '... �­ ­­­-­.-4- � . . ,I �,�.`..;.; - .. nH': '' . .;: P IRED :1% . .qq V_�� I-- '­­--1- - -,];.­,`.`.�.�-,.,,�-,,��:":_ � . . . � 'TE �Sl � DECAY %..: .:;;-. w.l., - .�L - .. _� J" .", I � , � Rodf [� I ',�'-��_<�J.-_ , ,'c �-.-,�'7��]'!:� . . ., " ,I :;, ' L, . - 1-11.11' ..., t1N.M'z ..Y ,..,. ,,.�� .d: . _dA :41, .... , I -1: --,�, ,� -,. . . ­ . !��. I M ULG ihk :266 ......� 17F � _ �� ,�.�",7�� 1 I -11 -- . :V!"�t I I r��i�,'i :..� . , ;-�',��.!.,-,�,,'�-;-,:.!._j , `�� : ji, . , - .:�, Z . - ., . .: . �: . - ,!-i �...r�., i1i I :­ dF"0'e "PS7 it � : --�:�:!J iltc� it- " ;'S( I . -1 -C ,�R%k ofig :��,�94!�'�,­�1-1;4,r!� -'�.W];Y`or o"14, _X n - 1 ..- - , � I I 7 - " ­ . I . � �, _� _�.� . . ,�1 -,�.9)1-.R-�.�,,P-"1?87),�,'.PT,., il 1-111-- ._.� ,�,k\ Id J;`_QXi4fl ; `,3�­ , * I I - .....1�1 ... _PQ 'i ����7­­j��.� - I " I..,! ­1� I . 1.- �� . . . �.Y�X.-'0_A,3.1r%9!I§-; '. OUP6 g�W�N , J �u�!`.,_ J_ t.ii; � � � � 1� . I _ � - . . : � C�o I-� "­`­ � �-7.3� - - . ­,� � .. .. .1.....­.................................... .................... .I.... _. i._ , D_- �: . " . , -- . k..- '.: , - _ , ; It: .. " fj �, 4..... ...................... ............ . . I , .;�_!���i h - �, .1 ', _: �� -4:BiIwkrW.&-�b. -­: L�l __�, .11.1 I ., . - , ,� . : --: �.�z,Z,`: ,�.y -x--.--::.:-:::...-­: ,-..::Ii:::,.-�::tt.-.::::- i�::::::'::­: - ." :�!�,5 �. ,. ,­z . _�__ .. ... 1; ,�: ."', . . _ ., ' ..., 4_ �,-`._� J . -_ - - , . . .1 I 1.11 !" - ;41 L����,._,i�,.t, ; _.," I . I'll, z . . . 0,'��,,,� ,��­ -�w �w I�. . `13*19iPfi1ZF7 �'f� '.T.9.4'.-_�1*1;2�pffpq,.­ , , , - ,, , . I , I - - ­". . - �-± ,-,�, A Mi§fdwow .. A4� :: ... :;- a A 'rlslci .............�..........................�............................................................................:....:._.�-- :::. r J -,�,:i,A. . � , . �a�.. ;_9IpA11�Ho_?I1J,2? . J� � z COMO ,�!I­ ... ilflw Mi. 1�0 , : ;:q.........�.........................................I..........I........... .....I.... . ..... ...I_. . .._ 1: *- I .- -in !�',UPB . .n... ,<149*�ph�15cD.6 - �11 --i v ` .. . : I :!d4ih ��. :: UTHPORT . . : I . .. .. .... - UNU�A�F.)� - ZONE .,:POSITIVE".­1*,.NEGATIVE 7 r POSMVE�:;­'NEGATIVE :, . , ** ' ' , .: - F C d p -la-0,�,loV r :4--l-�!4;09.,��(��.-��-,P-..I-2j�-l� -__1`-..1;1.1.��;:�I— , . + . _�iIiq�[.1.2�1�q'o!�04�r, z!qllol,fafler, 9 : .. .�_061 . .��_Aq -, - _ __ � . . � , , _ �' .. . . ­[ .. : -I­`-, ­ -- . 7-.1 . . 3?� PgroffM§�LS00M" . , k . : �+( �j'7-.�6�4AZ)`,.".'f- � te'llhil, . .. � . . DO�jO .VW3�02_�_!,%JK�9?A *Aff % �lt-,K5q!Pt"4"- ..­­....'.. ­ . �F�_.__-_..- 1, :.,�'UP10,10.� :ROOF,Lt : � ;t_119 .: ,-_,1194 + :��_21 .-," + __� I- , ""' . � 1. . . ... . .. NOQtAN AVt R8 i T.XaA li+.!na�:, '�....:�::..:..� O�20'.:� ­.'�:�ROOF.4�­LL*_'.'_'::��:::':111:.:...:'i: :0 . . ..... ...... .. ..�...........�... . L �,�9 4, A : . � _ �.::s::, 8�:::*:.::.li.�.,: ,:.­ 180+��.::: '�:�.....�-.'�20:+ - . . .......... � �;I..Pj ............ - S laj� � ­I—— .. . . .­ ­.. -. . . _ ­; . . I ............ I. - . 1. � . . . . � . : + ::��, _1 I ........ �, .......... :........­ Ceffirg .� -20-60,, ,;;ROOF1i . .: '10�j - joist-�apct"-.!p�pa.f�il.ql!,qner,(P���l,j(ji�l)� t : � ; . �8 . 1& ;-18 7- DAYPOIZT, NY uo5 . . - - : , +. :, : ; . 7 -T ...... , - . It.,_,... - . I . _ i rgks�&i6s ­� . : .. :, ROOF, ........;:-__10 i.....: ......�17........ .. ;17T'G........ ......;:7;17.,.'..._ .�P?� 9?:_�� i . :TT OKP�93_-'�M),::: I .,.. - - . d; il....I......:50;100�.......__ 1�.........:_.; ;....., . . I : . ..- .. I... .I-. . .. ............ . ­ ... ...., . ;-*i_6'.06jJ I: . .. I. .......�......... ................. , ...........: ......� ..... � . .. -1....� ..... .I .... I &ENERAL NOTES: . . : : - . - -; .. .. . .1 ,.."...... ...,�....... . ..�;- � ..�..................­ . 631-419-6158 , "IPJY�M1 . bo; . . - " " -�-- i28j),-.,6r-, : ,:.1. : . � I, � � , . . ,, td-1111 ..: ROOF.'Z� : ,11211 ! -_--M : �,.-i 9-.4 �_-i2z[+-- �- . . w,z, + ..:......;;.;.. I. .--Ai,I f.....I........ .... ..� . .... .....- - ­�. .. --"' "-" -,;.;:................ .... :...... ..... .. 50_-5lNC@OPTONLINE.NET � I �: ' : � ROOFZ- -- . -I.:i S�.v r�3 18.8.. . .�a 'jv ir - --�-- ,b-I ,� -iK -."" -)1P. ......... ........�.....!'7_10t20' � I - __, . :, 'PA,46 ;, - . . I .. lem___ R���a - f--v, , ­­ ;3`,--+104_�d!p.,"'�__�q':�, ... - r% �F dig6iqff � . . . . . r: ��.-. ;:"_-­ .;:+:, :4-,'�.3�X-.Q�f 1, ., - I --�23­ I , ,1:3,1�,�,� I s:, - - I "M'­­1s­._aj.1 16':1`:-_ :: ROOF12! . , * , :. . . I ,. i p9W . ..,(3%* - - , i -,,2D-SI _� :::;10,; . ,�47 . 1. !"I 8.11"I --22. , . i- . ­ :..�10.'115, .. -- � .ytk� ._ .........1.11 :+ �50400:i .::.-ROOF2! -'24 '.+ . -41TG � 1;21 � . . i-10 11-.•.:- - _P I .: . . . .: t 1+ 1.These drawings and the information contained . . I : 11 . - . T . - : + . . I ROAD - _ _ _ _ � ' .. i�'�Ait k�,'�."Pz:D"'f��- 2_l;_9'q'_R9,­ I : ; ,.I.��pp,pn!��il��i�-.�,I§b'��il,' . . . I , __ 1. . tNQ1NttP, Or . .- V.il fi-a'A�e�-,6pf-,P",q,f.�-li�-�"Sl-i'flol:-Ip"j,?,q-1�-* : - M .. :�W: �3;'>(iQ4-487-dGPppg',s e '15�90'6 herein are the property of the designer and . - - i : 'T6"� X 16" �'. . .__��,,'�jd��qagk F!, ,... . . � ....... ....I ......V.,.: �.... . 1EVV - _ � . ,� . . 1 , . 7 . - - . 1. . :4'1 d :6-11,+2 '),-or ;..tr�iik . I , i�,t4 to,10i ROGF:3' .1122.0 .+ --�-49 . * .1 .1 .1� engineers and may not be copied or used without . BAYV - . .­ , I - '. - i.!. 9A ' --24 1 . - . IZ�QORV: . 1`86.96 TO 0 RT H I . . L......_.....: � , - ". I .. .. Uxn, �!A"Pff'o0i:," . I. i:I........E...-10-20,: . ''t .'.. .�..�..... ... ��1. ­.­............. ROOF�',3,_...........I........51 'v........�...I....­�,46.........;.;"......'18.8...................I written consent from both parties. - N _ _ I 4-'1�d'(�%��46:43�_._ : .............�20=50'::.... .......: ......... ...... ............__.. . 5EAWOOD DR : -- .)".,.Or '� ROORZ.........I....1........!!`-%-10-_�.........�.......�.42-_....... :�.... v,...J18.1 ...............=-22 _. ...... ... R & W E�NGINEEP_5 : + - - ...I­..: . : , : '17:6 -.421 . ; 11 . - -�-,39 -.-.� �­Fda-!�"*", ly'� ___ I :1 .;.J."i 0"! . � �7 );(&4,_'-��03�4'��.)-,?O�-: :..T : �50-100!i 'ROOE1 . ; . : . .Rklt0m". - t,__ . . . �� , .... . ... ­...I . . . 7-7�7P77=-777777777 *.1.1.. . ­....I. � .I ... - . � - +-a-',' ---- 11"+"�.'_ . . . _'i ­ - 77 . �'.*..'. . 1:-.:�J: i:: I - - . . : . z : ...%..'.- �.. I 2.The contractor is responsible to carefully review � - - - . ,41,�,19!.X19!.b, ,..x 1)1-1.�..�17�ip r i .:.....,+,-__-. ......_. I . . - - . . . :.: -_V. --11-11-k-1.1'.. ­.- ­.. ..".. ......- , ; .. k� '�(�' :: ­­ ROOF-MALLIES.BASED-ON-2745 DEGREEPOOF.' . z P.Q. . . - ­, � 4�'3,',-'�;.O,ij�_j!! .: ES�SHOWN ON-PLAN;2, . . - I - ffft­'�t ,,� Iff 3 01(§.....................................I.....�............................................�.................... , .. ....­._­ ...., . .. ­ ..... . .7.. -�y,q(�fpjqgi�M',qQW�4_j r +:,h PITCH(6-12,.TC��I12-12)-TO�MATCH;PITC,H .� :Rom,,,,9M �, 0 n(1%++y1 . - . ­ _. .. + +.� .­ .... ,..... .­� - I ...___ � : .. ...........� ......... I ... . : . . �� , "-:::+++'* . _1 -1 ..W �--1. . -these plans and specifications prior to the - - . , 0 i� I� . - 't -a '4 :3=1�d'bbii-�3.11,.!".�eb-t.iA�!)�..Or.�:� ... . .�.�. ­_ _.. �..........!... ...­ ..­ . . .. . - . ..... .............. ..._ . +I..�! N-5 ' I . Fnim i ,D&- : .. . ... _:" ,­ . .- : I + .�... � ­­ .. : ...�._`­ . . I � .11.1. -g9;1_­1T.! : .. ... .... .. - - - � "*:.::: ..... :�.�' ,. .­­ ­ * : -7, 1383 VETER.A commencing of any construction. i , LV MWd**&%0qq+ a V ..::..:�:::::.:�: �I...; ...... ­.,..........I �............. ........ .­ �...... � .....I... ..... ...... . .2-�i'M�ei�hfii�6,t�'-.14�,i��'6-"t-o.,P,...),� I - - -- ....­ . ..................� . ., I . . _. - ­­­... �0�1 -1�k '.. . ;1�bp.to 10'� 3=10d- . , I ` F. . . I : '10,,20:::: "� 20 20';:;.. `22 - . ;.:.,.., � �; - ­ - . . . . - ,v-11 :!::... - ......... - ::...... wr -,�WALL-4!_,_, ... ., .J.- _130,I... ,�-- �:-�.� .......... .. ... .............. .... .........�, . MEMORIAL j-��x/Y I . : � � " � 3.Any discrepancies or misprints found in these plans . .T-Y �,1, I P harts::.... ... . . aa,. . . .1 , ,� 0: .. - - - .9. ,... .! '40:00_,11 .. - j; . . . I �. . 1- ��,­ � .-_. :: ��2 -50; : , ,w, ,* �_.::......1 .002'i� - ;� i4i � 1� UlTe45 .W:: . I � ..­ ­ " i......... ..�­.�+ I. I �� .- ..1. .1. � so-'100;: -WVAW* 1% _ -A 900 i I :: .W:111. : . . ...;:. .1, are to be brought to the attention of the architect . I :i...", ­ "... . . ,. .. ...... � . .... �+ ­ . %......I., ­. . .-­ �� . EAsT . . . .. .1, - ;�� .. ...... ; ... .......­ .- - ,� - .1....- - � i I :: '101.- � � -500'. .;....... _ .- ;.::.' -.:::: 7.-::::;::::.:::: immediately. The contractor shall be responsible � .. I I.. :,w,6A. + . :. ­;:'i4,T_00 . ; :; L� 4, .4:::.11.::::::�-is.eo.',.'.:::::. d,::::., , . .. . . i6d_6- ib6W�S� C662wj, : :._�41',&6.-..Tacg 1�i I I __ I ­.­­ .­ �- . -+ �t . . , . . I 1JAUPPALJQ1-, NY u788 I . . . --��.­'.,­. : .� I � . . d . .­­�- , � :._�__.. ...%__ . . . __ .. I[ .. ... I � ­ . . I :,+* '�i 6� -d! ,'k -- ­ .. -r! _­, ' + - - """" �+ . 4 . : " . : : ed IfId� -1;114� .1.)'1__9y;1 � ,,-+,UPi040i........... - .1 i '00 for any outcome resulting from interpretation or . ,�., ;i j4 -�( 4 tf4"', � ,,�., ,,zre: .. �.-.: � . . �,, :,:rac ,eau , , I . +::. - 'A'.. . . _ -441101. -'S, 212V ;��2R_ I . : . ;.:��-N .T . . : ... ; .. . . . ­ - - :::* . . . :� ......................... .- . -!�K� 5011 ......... WALL .. _ .. m .. � .. . ­ . . ::......... .......­......................................................I...............�...............LX-Qli�,�,-'M�Ils- , " : - . - ...1- ... - - - (631) 969-8535 . - ........ ......................................:, 100-101.i .:�,WALL 5: . ,19.d'00;.* ,. F-26`.00_� � "judgement calls". Do not scale the drawings- . . . . ;. i1dd,b---,­'-I-- ­­ ; ..... I � . . ­ . . . . . . , , -;, -135i,,�Cir, , '+. - -50:i:�"" ':'tW,1kl.L-5'. 7, 08.00,v,-.: I . :! . ,�r : :.! "I", ,. y 2�, . : " ,�23.00,+ - , . I only written dimensions are to be used. ... ­. _ �.�9�:i�q 7..�:P.,� ?,., . 1:11-:iII6, : ... .. ...- '16.801,7-; � I969-$5 AX � - I , � ;,a i ... . :..­, - -50�'100..-! .;. ALL51....�.... ......... :-_­ ::- .�......-,........I' .I—-wl�- .." . ..,...I......­... . . .. "�!q(�VN0�05P�r%� Fp���� vx-i-).�-411�- -: . . . .nda�: !' __j.. .;, : � -1 �........._.., ,_��-1. W �.. ­­� - _+ ._...... . I, 3 y 0�� 5�19� � . I ... , :­ . . 11 � I . :: I - . 106p�4�li-,,",,�+-.:6--�162..),�, � :`1811'(),&T*&,T1a!l "I _5001i I.i , , ..51`110�.;. I . I . :! . . -,- _. 101 - I dNvkl� 54 4.All construction performed on this project is . - . ;� --_ � .­­.­_­ ­­......�...I..........�... ­.. ... ......I..... ......�..... ... � . : ! . ::,. .N4 _%"....... . :: •. -na;1", .. . .. .. ; 1::�7-7 . .: j0m i��!byn... 0?'f­ ­........ .... ......*** ... ......-9 �'.- * J,*­­ , -:- � �"i­- --o- Pm 1-. �IA!�q- _,eou face .. - - . - ' . 0 + :110.1, th-K":; --- ­ ... ­1�..... ......­ ­........d...............................................­.........�.................�...11 .,`§�A-�-.','iPRRRESPqN4�TP-',,,".,.., -DOOR UNITS _AS.SHOWN,ON -.E.ISSVED--. '� � expected AT MINIMUM to meet or exceed the r-: .. . . I : � - - -OWASSEMBLIES T,H .:...:;:. :: -- E ABOVEITABLE _ �n-.W . .: ... . 6�_' � _�7 -_-ea`ckk�0 -,C_�i1iail�� .1 � _!NDOW:ANG ­ I - .:7 ��._ 12120/17: - - _ , +�,�� E�l j�LA ., -.'� +. ,-Y, 'O . .:" . . v c., .: ...-.� iP(133 0 Vll 1:919.17 .`_1Z!,f:ot ge,T DR�'A 11 ' "� ' ZAC_T6RAdSVPqb- -' ','' ' � WJ 'i """­ - ­RATINGS HOWN . . I -.7...... .........................I............................�....I........I.................;1--.......1.� b.......( I,._ -6 1,. .... I�........................I......................�......�....... ........ .... .W!NG&1H - .1-- YIPE� EJE[;ED_. .DQW4:�. zp"'W i _� 7!7� - - I - __ qpl�ff._ � _. 'N ­...I I 1. accepted carpentry and craftsmanship standards of 00 I . i: -hq:�`,�,r1,P�','-qr - " �'.-'�+ - --��..,:.:.: ... ...� ... kt�, C\! I� . :: '�_.­_Mvll . , ;- - MANUFACTUR�RS'CER11FIC."O�l�,;FORBUILDIN�-INSPEt�TORIAPPRbVAL: ..._.... :::+ ISSUED FOR BUDGET . . : 1_610. 4.11'... , -11.1 .. , _... � "­, ", - IT --_-.d.. __.__._. ,�......� -­­�. ­­­­­ ...;... +++.,. - .1 . . 0, r - * �.X i14 r.: ... _­­­I­,.­.... - � -1�. . .... __. .I.....�., . ............. .... . . - .!.� , _: 1­MMT$�S.+_. I �6�fi_ -1 . .... ..... T_ .41 ig h65 ;�'rfffid. I -ism !.: . . . . .. :. ­­.. ..11.1__ -.1.,4:, . 11- Al,_, ­.. 3 . . . . the owner,architect, and building inspector. N . ,do, . . :. 4" ' 'ED - 'IS,JOS:;:DP,RAMNGS,ARE.FQRPNEVV.,,OPENlf4GS 'NEW : Substandard construction shall not be accepted. � . . .� . .-- . NQDEVI,�,TION,FRO ,�JE&IS�I?ERMM_ 01,41H . ,J dbo)(J3'-k.QA29' . 1. .. 'd. . .WITH . .3. �. ......... ...... � .. . ­. .- M,T�E;§TATEP;YA�., ., . - f .. - . -,'--"`.`;�'-�v�v_:".� .: .-�....;; _�.,:.�,�:,.:: .::; 7111118: .ii��.,�ea -.1-11, ;1.� , 811 : PEP 6&�ERN 4?,_TiH'- 6 6E-.:� I- . _7_.,.:...__. ­_, INbOWs,.6NLyrL LA'P,EMENT..Wt4D6Wt�.-.�.-'ti6t., � _1b, 6 - :................................:.:.t6;:.- ildx� - .. _ _ . . . . �-,.,;.&ff&­­­ ofi'_(312�...Al 7Hart...................:. ­.. ..............11... ......I ...I...� I.- ...........­. ..�.............. ­­­.......I.............. ........:.­.- .1. .1 :. i . ---. .. .....­­A�01131............. PREFILE REVIEW .. I 'Pa � '�. R.-Plale,...-i i90 -I' ',,.o�,� - : :..::: � . � . ;. �,+'l :1 6�,� - : ::� . il : .;T.�­.:-Zi., 4-, -,.: "V.1 0�128.�). . ... . S.67*52'50" E. ., _.,'_�_�'. 5. Mechanical systems shall be installed in "'�� d. : 191tp_�_ 4 401.47', ; . .:................I.........................................�..................................................................!..!:....14 0$.I�,tals.......................................I..........:....­... I......:...�....-face�.........-.......:...:..:........e - - - - . - accordance with PART V of the 2015 IRC . EmT . - DEFLECTION LIMITS(R301.7) DESIGN LIVE LOADS(R301.5) .. . - . . . ..:.. :::.. . .1...6-1'6ditomrri66-,+(-�!,�'.i�eO.d'i�2',-7­ . . . NELL ZO CD .d . I-A... _­ . . -. - ...... . ... ot ....�!.:­...: .......... 8120/18: 1 - :: .. 1:0�ck :­ __._:.:­_ .... ..ALLOWA LE I'. .: ; , ' 12' ... ..... 6. Plumbing systems shall be installed in accordance . �: , Q,qpq.e.�!�p�p.�atoolle�l��e,�gc ,�__ N11-117--I—".. .­. M . ......I.............................­......­...................... I : . . ; . iffkb�*�i&ER:: - ­.. ;-USIE' +LIVE LOA_D 1.11 "!J14q1t_ti ihq�,� - �g&,61 dn:�06ch§Id6,,ofiri'fi&�R . . WALKTHROUGH UPDATE � �4 , ­....... -_v_ i ...... --.-. , . , "' - + 11�; :, , -, -_ V-.. ::::;: 2 __,d __ � �I.... 3. , 11P.�.. :Or I , .­&, . . . TIO . .1 . . :i .." , 0 ­...- ­­ : I - with PART VII of the 2015 IRC N.67o52'50"W. 190.00, IRT It ---fti ­ ... - 'I 616W�ff,�4t466� V65.�en _e;x , :, DEFLECTION - . i : 12 . . --- . I . :. ,3 .­ ,- - :E Rafters`oavi�o S1dP0S:xJrq* - , P 10' . . cr) o :: ,.i .1 61J&­ I� �,:)�.,� . .". ­ I .1-1 � . ---ploaf'W66 �� - ­ ,�Li ��6664att 1*9N6i411ti6 g6,,: : - :: : dbld -, ,!,�,_: - . -.+­­­,­, .................� 1#1 : ::.: . I � -V . . .: :; . 7. Electrical equipment, electrical systems and all . . d � Cli :: . . -, �� PJ � ­ ..- ­­_ . . .­�.__ 7. . � . . ,.- ­ . ".- ­ - .. -1 - :: . ;mi�-- - i 51:1-1 . I i,A,_!x-,,a_.1 3,,Nq I I I I . .- - ­­ .. . .­36�..­11 . I - U) ..... -. - . ..... ­ - :::_p .. . - ::16t6e1dj.,10allS;'jhd,05rW6h§ :0109: co - - __ ... .., - ______ . Habitable,atti�v.',,and:iWcs�,,seiv6d'tMIN'.Fix6d��� ISSUED FOR PERMIT - . . � : ......I.................... ......................I.................g-R&O........ - -- - ,N,-L,124 . I : ­11., . � b'ikd�i-�+t6�& -�:'d" 40: . -� ........ ­­....'', ,. .� wiring shall be installed in accordance PART Vill of Ill: � ­'.1. ­'� ..:. .'... ::'Fldort.................... e- : . . : Dm(fi()rj� - :.:' -1 , - . I . . . . . cm I 16ff_� (13jo(s ,11 i 1- 641, .. q%�'.T4 . . - - ..Balconies or),ani.decks . I - Lo ws nm -.1 ;,: ��Balr i .. .. - iister --y. . I - - the 2015 IRC . . . 1:� NW -�"' ' . . -'Ceil1ngs:vAth_bdWe1nishes fficludlh-01. :ij -, Ffl� k e'+s . AU: � _1 I __ ,.( .1.- .�M9 . . . . ­�_­_'5 � -.1% .::.:..: :. a . and.stdcco)*..... . . ... . . . 3 _(3 .::;;. 1, . � t ,I "'jj��,�.�,-;, '�,_..�+­­�pr .:: .. I . ia�d.KOndra f0'. � ::I::200h: , � 401 114'.%16t66#t91G@--l"pItfiEr �!�q?bqw( 10-,�t�,Uns N ... . � .. I� ­ . . , - ­ * :�� �, "'. . : ::::.':�:::-­.: -:t::-:1.:..................: . . lqt 1�e . _, ,'I. I'l?dr,t" .".,d, - !:", : :1�qpilihj§jfi�b.q&ibI4 ,Gdardsi I ::::!: v- . : . � a+ - - 8. In all framed walls,floors and roof/ceilings oe 1��0310�bw :..... ;...;:,"��i-�!� !"`�� mwd- . �.:..: :. . I I : ::board) ,0 u-'a rd i n*till i I+':m p:':n:- !�. .. . .... .. ..... ....��50h ' 00 11-11........I�.........%�...........................I....................d...�.........e.................... - . . .1 .... .:. ; . .. . : � .. , - �p a 660�........................................_ ........ . __'....",, - .­­ ".......': . .. .�- . __ - 240'. 1:1.. : + . I . , � ,VP-O,!"!�5�;(4,11-�.!�r.-I��1"0!3w�,)i,pp;:...... !.P_-�C��1�94YP.�!. i ::AJ(,oth6r,:strlictural�'rb6mbbrs �.: -4�hkl[e;,bi :......,sap . comprising elements of the building thermal . M . 01 . ---, ,P - -- ­ 'jq�,f. _1..11-1. �. . � I' * ­ , *+*dl "I I I I I............4...... ` , _fi 6i -''::+-- '�� , - Ar�--:- 'y-.".. -, ,­,­.i�.. - --i- . ­' , - �;, ,-,. +, . -;,,,,-,;+-. ; U Bo am �,i,,, OJ04,0�6,01(.A#., ­­.�".,;­ Pass666�, rag ........................................ ....... I . iV ­,",,", :i 1.40 661f.k-3Q!,--.S­,d, i 5:..6j;��Ta� i .!:Exte'rior�Wpll"iqd. :.. - I.++... . . . %yi . " I 'WAAI,� 6. " - . .1 . .....;L:: : -n..ttl:0�" "Rooms,,other;rthan:slee0ihg,rooms' : , . .. - Q Abll�lk .... , 11 ;",,-I, . � 0: envelope, a moisture vapor retarder shall be installed . . ftW�( qW, - 571 ('11 ..;.: .. I": : . ..... . :-K.". I.--::"t' " 6,0.,�.h.a11.+.-..-:, .,.____ b.­i.�_1 I . ' . .... .:: ::: ,Y,�� --...: :statcofinifsh`:' ­`­ .I. .HM&Y�. 4 . FRol.I 5TY ;:t 41-.�,� It I �!Pptwl* - .....�--F 4.`1'j"6 .....17.................._. :t iftms.. : �30, . L.., ..�.......I..................................................� �: - Al,.� ........I.............. .;g I � ........... I—— 1,�Fl . ... ; ; 0- 1, ,y-or...- : V fie,;; -�, I--".." : .; . . I . : -dl' i s mi e p 'O" on the warm-in-winter side of the insulation in _Wnio" LF.'s : :.11-____-....1-.1-_-. f_1 .__� ::!!EDia�:r�y-o'r.+v"L,a"il's"'�"W"in. oad'a ul�-;14b'6W- ;... - . :: ' , I,,.,-_fi­­'....­ .,_,. . - .:9..Ap d. .d - taks,1 �1 4 . . + . aa`boat' � : J:fi . ..... 1- I . _ d . , +: . . accordance with Section R702.7 and 81102.11 . . � . :1 -1--r- ,:-­ : . . 41 '00�j� : �' .. . h...,I .� d ­: . . . . MPMUAR . : : ­ 1.""'i- ­�, .: .t.. : ...... . ;/ . * . , : ::Ekfdii6?'Wall§-i-:Wihd'ib�de.Wit6i'p'*e)pbt6 finis es, H1120, ..:.� I - . : . 1.� I �,It . ; �-i- "(, Q: �. rA :v '. ,!,k , , U, I -�:-.:: ..., ... : . . ...­... I : . :4'. ;""D, �, .... ; -:11.jfit6lk�uw�ftf�d ifI6i WPOW ::,- ,(2­'1�,ft-*X,D_,13t,ft,,,), ..� - . - ... ! Ill - : : - �ufbfi: - ' ' . . -67.39 :: .'�8d.tft t. .. lf�.' h-o'k:: � : qnry-1.46�6�f,, ��7i ,. - 9.Wall and ceiling finishes shall have aflame-spread . I :!x.li..'.'-,P.,:,.,��,li,i ,-,� ,�",-,,r-4-2, _F .1. : ", - ... . ; . i - : . . � , '&M . .i.� . 1. � .10 -)Q,S�-`X'41,1�0� ,- - EmTsErncl . r . . x, . � ::.!�� ,,7_��. 17., ; classification of not greater than 200 with,smoke- . . - I -di- )W.--+--:- --i-aw, " :: 'aid ," 1§."� . . . . / - ­_ ----� =,-bonorn iouol� .: r-h developed index of hot greater than 450 in . . : ­ I . .. is .. ,."- -I .I, . PFDF : ' b'("JX.' .'+'!J�� -, 't,br; : ._Z� 1.`kA,06!)- ,.- . . nno : : .... . .':�_._...: ..W- accordance with Section R302.9 . .: ....­ . I'. I : . I ,,746cItb'fnmon-. �, .1) i . I : ,2%1.,.-�;�Q_-1�2".)".Or.-., � �i :.1F;::-:!.;:�F I . . I 'ji��'�!�$ ,�,i�,,,..,-,�.L,.-,�l',�'-�'.,,"- .: . : . d� . . + . i"� rv;�,.t'-,',P%�z",�. (I"Imn ;. . . . : 1 V,M. "I. '(3'! ','1,2 i '- �_-&_ . mp . 6 . � 111. : . I . N + : -. -, ,*, " -, �1,0._' 4�.)--'PE . : . . : ii I ii ; I . . " : - I . . , I '.--- - . : 1 0. Insulation shall have a flame-spread index of not . , 1§�, Room . ............ .......................................................................I........�......................I & .....................................;.;........;.;..­..;......;;;....;.............I................ : . t, ­ ... - ­ � I . ... .. ... I . . .; ­ . � ­ ............. . I : rcovEm . � �rrj.o,156)(r- ­ . .. � :1 - d ­ (T-�KZJA:2&1)­,�d'r�. ...... : greater than 25 with a smoke-developed index of not � . . .: - - _. 1`.1, .::-_ . . ­­ --111-1. -......._.!__1._:.-"'.'V'1,: .�_, ­:;T.._,'q..1�d:'1,%4) .1... �� , ­',e , .,.. : . '. ., ., � . . .�­­­. . 66j;lic, . .,..�,. .­... - 1,w- -- : greater than 450 in accordance with Section ►. romN :� f A .%`;, . . : V li�,� : A7,' TW.0- ,er5,an.,,y:.e!wc pn.*-X',!8d-ebii�Wdu�.'(-O-,I�4,X-'U:16 - r,fi � eiji�h­:' -- z I , M .. � 1. . , 2!%�,16 : . :-:'... - ... .d. .......... I ........ . - . - . + TV --- __ ;.....: . :.,.: .;. �­'. fi­­.. � . ...... : I * I *i"" ...;.: - � - - ." I , ,* a : . ..........1...........!!!................ .::................... . R302.1 0. . A ...............�.........� ..::..1.1......�.......I—, 343tk -a MEAN ROOF � W � '.1 .- _ 0, �.'Amjv,I.......................�.............................�I.......................�...................................... lok-m - .!,--.­,, . ... - . HEIGHT ,al' : ii, ,'-ix�i ) .r . .: 11'131,%0r_:-. : . ; : :��M:box� , - : ; I E017H&2ZWRr + . I ­ , * . .... K P . : - .. ----.1.�i.;y . . '�.7'�*:­- ..... � : I . - MUNH�Mftwfw � 1. . '. ;. . ....%'. 14;i-1..-.. z . , - : . I 1.Interior wall coverings shall be in accordance with . . . . . Rw.,wmvM&TE=&L5 ... , .,,Z 01�qkr�,M­ ,�21 ',"- -1,31 1 1 . .,0!4.,�?j_ •� :9�'_ ,);�.'Ap,ri:.: . . - :' ....".- 'h&,; . . - - .:�L.- e. : 6-b, �,d :"._'. �­4�4�.i.; ,,, :­ - �_ . 10 �� - r I . --4 �x� -.,- " "15pom :,I _. . .. . ,. %1­1*1 . I . a - ,w ti�- ; : , , . I : . : . A 81 o D I EmT . : ., wk,17'Wo. 171 : : , I - - . Section R702 and exterior wall covering shall be in � . . . + . i­*:.�--: ._,�`?... . : I accordance with Section R703. .. I, 11 _"1L . l2.� 4016ivw, : � : X ­ / . . ;,� .. . ...... ...........I.�.............:...... ....� .1. �, I. .......... I. . � ­ ... .... ­ . �­ � . +.... : .. , :-::.-:,1-.-. -,,;-.+.% .......I... '. -. . . . .1 I..­: I 10'.. � .... � ; � . . !i �� .. 11 7'or . : (�) LU . . . : ,,�. , ....... -liv-,w -, : . . : . . . I � . , ':.,­��_,' : . S . . ZI) :�` �-'r,t'.."': 1i , ! r�,� . : 1-7!;'x,0A3T,d 91 shingles shall be,installed in . :_ I :f��i6aiil .: , .. .)dj,-.,Qr"7.-: ; . 12.Asphalt roof . - M, . : . :'. ;- ...:.. � : 17LIU:AA�11- � \,- I'! .1 . I + pl� ,� - . ; _ F : .. : I - � i3,6,� I P, .F'.'%:-: , 1�.q,-),-"r`o(:,"-:, ; r accordance with Section R905.2 • 14* , ; - i. . " %',_­­ �11,­%... . ........ : : , _." ..�, . . - , . + . � I ,11'::�, � I . I . . (0 !, �11� F .... :ga�� la : �_ d) . . co . ­ *T!t47.10h - . 1-1 . . "_.. . :.� ...... ..... ... .. . ­ .. - �., . 9i I I 0 I � . , ­ - -1 ":1, ". ..-. ...,..... ......-.--- - j, ; q . , -..-i: , Al�',)­Ov: : ,If(? 13.SMOKE DETECTORS AND CARBON- . ': ':­d--+-66k0`,&r'a',c ,--*' d) D 1 :5,8 � - I : . . . . t;�!., !, -I.�­­ 0 A :i z . . + ­�T� ; MONOXIDE DETECTORS ARE REQUIRED TO.BE �F!6, - M0Ah-(qJ,.Li,-!,�Krli,j ,i�b- '. : EAVE HEIGHT I G HT z (3 . - ! ._q�,t , �,� . ,".. ".- _.� I : 43 (�� . : - __,I�. _,,,�;�..,:`0:128, ��r.,,..;-�,,-.O�,-.., , _j i . . :, ,;,, � . : G) : -a�-'! ,00-K 3,�,: �'OJ�Q­:� T, I : (D . INSTALLED IN COMPLIANCE WITH SECTION �_]��d. ,+,'(, f+)�:q :: . ... � : . � .: .:.:i:".iii ,�-.-... , . +- .--",I ,. . �- Q (�� T_ . ­ .. 11 I : . . . : . .: . ., 4, '' : R314 and R315 AND MUST BE I 4 . . ,, I;3'st .. ­��fqwq!,TG- '11 "��-,r,+1�---I+ . �. ; V, . . - .::: qP 0;��". i� .;9a, ,_4:7-Ong, : CL - 1. �C I . _.. .........;�:...;......;...............�.... I ... + nail.; : - - ,- Ak-48". ­ � I , _ �,. : I . -� Cr 6W66N - .W.V �.tftan.* � ". glgr Ir - � INTERCONNECTED IN ALL NEW CONSTRUCTION . I� i6d�m . �­ % -,. .. . ;.N..::�."..::::: . .. i:-,-: �.:---, V_ �_ � . .. : ....... -I wl' " ...;. I . . ::4 .,� , "a, : . AREAS. . . � . :: -- ,,P.4,1_1�- ,��] '1� Q -A : -05-.,10062"'Pn� +�` 'r ; ..;:._._- . .. : ; ...- iz­ `,I�d� �,,,-;­:­­ : : . ':� 166mmbn-,p,1� _. . . PLOT PLAN . : .: ks) - I I .: - 7'z� -1.11�b_. . : � _., A1!h1 ,­r-­: . PLT . .: -,,,,, F + - .. 00 LU I SCALE:V=50'-O" : : .; , __ : . + . b , ":: "�`li'1��,�IwW - a I :i_ _ � . . I .: .""g.--,.�.P��K;(�,*�'+.X'�9�.:+--.., ..._ . � ; . Ck . . . .; - . : .: : CODE CQMELIANCE' . . . "4-staples: ng� :1i tu or-IL. . . W 1, A- AS�'Crovkr�aOW4o . t- 11) - 1, ., � V. �Floor,'-. : ; ... I I­......... .11 . Q 1. . � - -� _____- .I . . ` I -� .. THESE PLANS HAVE BEEN PREPARED UNDER THE 2015 . . . . . . , , - : LU "d , 44 -b&'.'(T.j,'!�X-p-- --I INTERNATIONAL RESIDENTIAL CODE. ALL DETAILS AND ". _., . -�1.,nnbr : + .F.; !.";­ r . .... ...........: .....I :: I " : - , :,�.,.`. < < 3Z_8d" " J "' ' ­,_' .... .T d. .. :t ,* "" :* "': �,S0M(PPQ:(?Yz,- ';� .: Q1 INFORMATION CONTAINED HEREIN AND CERTIFIED BY . . a : _.....,: .... . ... e,&431.-)�,��& , : :.af" W" ,". . , , . -1-1 : : , -tA_I, IM, �.� _. ­.. ! . . ...I;:,4 �q . ,`�, k,66i,.b 7,,�:,N��­ :_.­� W . . . .. ". - 015 '�Rod. , : THE LISTED DESIGN PROFESSIONAL ARE IN . � SI) . :;:-.::..:, : .. . :.31 ��,�.�I�i .O.,NIPT Ld 1* : . "' b-, -i.,-:_: . . . C14 :. :. 3-'i .1 ,.!�nai s. COMPLIANCE WITH THE FOLLOWING,: . I V . a - I - ..... : . 0 . C\I . . � ­ : " * + . - : : 0 . toenail: . : !_ C14 : - -11 . 'ti�o ...... .1. .. ..... ..­­­ �', : . . 8dlb�k�+% _fi i, .1 ......._.'�*.4*, - . 01 G) I--- -I-rl_�� ,_ . I : .... ...............­ ­ ...�..........,...............I...1-1 11 .::.......... ........... .......... . , ++ + ­ **`(2.1/?'. A3.,?-: r-:.. d - I- . : ..::.FZi '.-D8ntl-jOist'Otbtdtking;to:Sllf;o JOW Bd-eftfiriod' -k.q' '!); ... . (DO 0 0 0 � 1.2015 IRC FOR ONE AND TWO FAMILY DWELLINGS 0 Cd .MJ0jSL7 r, ; 109ii% - ,� 7., ��;. -� _­��'­':..;.,_-­._. � _­­_­-.�T1Q :: . - - : 7,- ­­­­­`-,­ - , '...4 't , %; :" . : ,. : �- , 1 ' 6"""' I - , � o : - , . 2.2017 NYS UNIFORM CODE SUPPLEMENT . . C14 :r7�06! 0§*ki44ii�, - �,," .-'�t�66.)j� 'e. I -, �i66�46ii� : I- - r- 1- - -f - -7 . (]U!P."",�(a-i:� !61 , I : . 0�0- -0.--­ I __ ': . I : I . A ... ; 0 . . -�nafls7, . : .. , '11�I..., " I �i........I. ..............................�.................................�....:�...........d........�....­.... -)� ,, ............................................................­ . . 2 2 . . �­ ................d.............................................. I . 3.2015 IECC . . . - il_, �.,_ I I I I I . . z . ; ­- _ ­­ . : . - ,11, ' ' : . s/e._,�_dg.,1_1_3")�:_dr : 4.2016 NYS SUPPLEMENT TO THE ENERGY CODE : �*bo .� !\ \/ /1. . : . .....(2 ,. _ I. I : -____j : ; , t:: ..::: . .... V.'1,.:%:.1'-iT?_­1.r.-..:4::..:�:.:"_ : I I 11 I I \ ; . . .I. .... ­ : . : . � ,-1 , ,�­46At"� r .. .1 . _:��.l ,r;?!::i,i','�,..-:..'�,+,.-.,-,--""+z,.t;,,�'T'� ,1. � ; . : . . - . _(3 V.. �+ ,-'­.'-'. . 253.23' - . ,§� . " �,�Pmmqq� -,,O'N- ., ,. - / 1 5.NFPA 70 STANDARDS I . . : 7 2 1��k'ffl' #)S8f C, . - N.69o26'50"W. :123�:V� '. �A 6-16"'- ­­...0;...... T,� �', � : � . � ­.: .r,.,-. TbOX, .�!`$60',128,1�1-�ar.'!.._ . q I I \ / 1 6.NATIONAL ELECTRICAL CODE . : . ?;�!81 '... .: I I I I tu < . ­­­­­ , 91 I : I : . -'I es"1.. . .,. : . . . . . . �ri, '51!:06W 6, . 1:ap�q; wi,-i�t I . ; . ., -1 wi ; .... ......._.... ...I .......I......I...-1 ­­...�.......I ..­.........� .. I . . . _1�........;, �_­.. --:'::.: ­­_......:..:::....- --:::.. ,:.::................... ......­­­­.....­......I...-......I.. 01 (D 1001 (310 01 (3 1001 0 io THERE SHALL BE NO DEVIATION IN CONSTRUCTION . . - I ........ . I.. . ......... - ... - .- .: (49,*�k W=5,".);;�:Qt 11 � $�iT 1.4TUF _,.`�,.­ ;_,.��:i�..;. ,7ii,. !,a-,e+: ,., - - . "'. - _ ,�C�'H` ).- PRACTICE FROM THE REQUIREMENTS OF THESE . . ::��-, 2��'�Ow*( �If'16111'h .- - ... . c I I I I I ) ( I LU Z . ­� 1 .17� 11 000", 1 . I....................�.................................................................................7-1K�t0mm6n,g-t2,*..,x-.6_ 62!.).................................d.... ........................................................ . . � - . . �.....................I : . I ./ \ ; . i�,� -ifp"-O,-!(-a.,-J-i-!"."$-,�;9,-,�-,13�5,'-,),�.'dr, I I I I \ I c-A K Ci . . I : 6 i��i�4sl, 66: -�,.� lis •-- il.­:­­ .::+: ! ,eadhS*�9--'�­fdce " r. � / :.�i, - !�,.,� : ,� ,W', - � , �nall * : '.� � ..�,.�,! , .,�i�.!,.._L�4..,�_ - 04'.�difir&I 'j.'j'r'�d,16ZI :�­-,_,�. 1:1_­A�, ....::: � . - UJ , . .. 11-1111 - MATERIALSSHOWN AND SPECIFIED ON THESE PLANS- . . :........................................................................................................11.... 11,.. .....................f�...........�... ..........I.........I............... .11...................�....�....... ...............I ­.. �......, I I I I �/ /^\ : M................­ 1:.. . 1 2 (a) 2 ii) - -1 � . .. . . . . : 3'- 1 1 1 1 . LU � 43 1 HAVE BEEN CHOSEN BASED ON PERFORMANCE DATA ; . .1... :.­.: " - : ': I :" � End - E04 fd,16.f4-_'.. ;, r .ji: AND MANUFACTURERS MMENDATIONS. ANY . . :­­� ;_.,�J : - - -\\ � .: I . . : SUBSTITUTIONS WILL BECOME THE BURDEN AND . . R F �5 TO . ' + . : :��a ........:: T : 4� 6ffiw FOF9 TO 0 1 @ I . . . :...wm...I qm.............�...:..."..................I..................................I...I.......�;:' � < I_ . ,,i:�--p�+�,-:::�;:.::�i:.�:�:-,.;,-!-...��......................­­....._­....­... . CoMmo '. iW`:-4_'9'2:'J';.(jr.:- ;..,.... . M 0 : .. -bachl . RESPONSIBILITY OF THE CONTRACTOR TO VALIDATE . : :�d&'­`­ WJ.41-.� Nall. pyp�,-as�lqlfqxs:j3?!�bxz -- z � : :. I.. Eit,t6lyand'bottom'and-stecigerecL' COMPLIANCE WITH CODES AND TESTING PROCEDURES, . : .. � : ' MAIN ROOF I . : ,�1�00:09x 'o�-,P�,J,2, � ,. 0 _41 %- '7�- 24�&-"c-,�M�&�ii�iil;at-160'��,�,�t�t�,,'�4dr1l, : . _ . . _,§._ .P; �­ : '.7", ..":­­�­', -.......!,+.."...:;,.il-l-"","�l.-,.,+. ­ , , - , � ,�,��iw._ -- . .. . - "�,P-. ,-,,,­�-.-­­� . INCLUDING THE PRODUCTION OF A14SI TEST RESULTS, . . :. .. - - 1 -b-e �' C111wnia: :i�, - ito t, `-a§ z `(Z) . : Bull--up,girdeTS1 and �bms�z­ _. jhius 7 W�JkTqp posi,e sip , : 't._ I*di,­__,, � �-. .Mt . A 7t� .t I �- :::.: :.:. L.M. I . A�pdi.,,,,:: ....I._:;_ _,,.,1:_..a,._... AAMA TEST RESULTS,ETC. . : �- ,.,,1::. ltl�,;Lo­ I < (-4 q) 1.ALL WATER SUPPLY LINES SHALL BE OF APPROVED : . _.�" 4 Z20djcbaftw(0-.-)�-b� ..)_-K �!"�bq�rfd �M'0!0 . MATERIAL AS PER CHAPTER 291P2906.THE USE OF PEW I . I . 1. :�­ -,.!'.-- ;. ,":,+... � _­­ %'.'0fiq-,at..k! . Q) PLEASE REVIEW CONSTRUCTION NOTES FOR Z- - - - - ��I'WP5MMV ,-)-.�O'E'd .. _1 6) in I . ; , §Z . . ��*()'A%..ObaiW, - . INSULATION VALUES. COPPER IS BASIS OF DESIGN FOR THIS PROJECT. I I I � + __ . . . . 2.ALL DRAINIWASTEIVENT PIPES SHALL BE OF APPROVED r OAR/BUNK . �_-Q',��!�t� � .. U_ ,P,`,Ti�F,)�t • . ilqq.- '. � ,.- h � . MATERIAL ASPER CHAPT9R 291P2906.THE USE OF ABS/PVC � r__ _� ROOF : -.1-1-1--.. .-... :i164.r.-:.I... " . W : . -!; S I :.. : ". IS BASIS OF DESIGN FOR TF 1.51. 1.51. 15. :'­I ;--er­i`�--!�`_ ­ �� ix- -.2.)--,'dr,,:: - - i - ­- ­­;­ . . .., . .�,� I POA� =, . 1, - FIXTURE TABLE 1.5.. 1.51, 2 9 ;QIx t� . d .- *1Fk-,6(raIZer,.'�'9ce:hai1 LLI .13 PROJECT. .� 6� � ... cbmrndft(311�, .,016 % 1.51, 1.5" : :_.t,.::,;1 � ------.-d--- -- -----___--T».__ 3.ALL PIPING SHALL BE SUPPORTED AS PER P2605. I I - I I I I - - L - � . D-0i � I - K -- TOILETS TUBS '- SHOWERS . NEYq 1 7 6"DIA- ow I T__F SINKS . � EX15TINC7 ",2ET7 - .[15Td_g�gtojbist............................. .[��...............2_,10d.`(3!..x-0-A28!)�................1:�...�...:;�Eachwd;Joe�r. I . 1 1 1 1 � MACH : 4.HOLES IN I-JOISTS AND/OR ENGINEERED LUMBER SHALL BE I I I I I. I I _F - � Y; 'd-1-1 . . S . BATH � - 1 (3 1 1 -11--------------•--I---- I I NOT COMPLY WITH MANLFACTURERS DETAILS WILL BE BATH I . -_»_________________„_'¢f'-. -1 A PER THE MANUFACTURER.HOLES/NOTCHES THAT DO 2NO FL fav . I lay I lay 1 1.5" I I._»»._ ----.-. _-___ - N I I - I I I I , MA TER 1 2 . 1. 1. ------ 11 1. CONSIDERED DEFICIENTAND REPLACEMENT WILL BE . - - I I I :KITCHEN I I I . I I . . , 1. --.-.---------.-.----.-_1 I 1 It : _7 __.__...».. REQUIRED. rept tub I I I I . POWDER RM(TO BE RELOC) I f__.___...*___ _____ i--- I It F.7 7 Sh - � I I 01F NEE --------------- I -� ,___ I . I hotwr . . . ­­_ ­­ ­.- . � � .1 REFLECTIVE %e _______-._4_ I -------4-­-----_� , verl::iF ri . _14:-- 4---,----f 5 � I W/S I sh� 1.5. 1.51, 7 1 � ., I I I F__L__1 r__r__1,1 I !::::: ::::;::::::.:::::­-: - -.::­:::t::.�.....:-::: ::-:... -SPACINW017.17ASTENERV ! � LEE ' 2ND FL HALL BATH I I -T­f---�------------i . 7 7 77 ..... ....... ...... . . . ... � I - WHITE BACKGRO ..__.__­.... ---_.--- . 1. 11 L=;=f3 . , ,.,­ r, 'o- F . I - 1 1 .,� ! -��:�:� -'DIEttRIPTIOU, - �n ...._-NUM8ER,AND!-_... I . .1 :. n ' "' ,Edges � .!n��M�5iate� . I j.: , - ' - '' -�` � : . REFLECTIVE RED , I - 2ND FL LAUNDRY BE REM) 1. 12 -- 2" :: , Eq-l-. -..-- i I -----'------ ____-----r--. i I . . 1--ili ..�O�.,o ­ . EmEkTt�. ...TY,' #,'#A - . _- : � �.suof6rts"7' . � I . ...YILDINGELF , ki�f -i , ::...:: '::�: :.,.::,t.:.:..... ... %��, . -- I 'T"1-' 2---- I 1 L511 ( � ) I � : .:. ,.;:.:...�­� ,;-,:`:,: ..... . . ..., .. ;;:*116�-liik,-� * FANTONE#16-1 �. I * $? - 2ND FL MASTER I 1 7 TJ......-1 ---------4 1 1 ; 11 , .' ' . t PRIOR PERMIT i - ____\ :: - I �;:�. PF"1111" r- 2 1 1 1. - 0;ttrupt9ml pan,el�oll�OUPP"�,.�ep9t��!Pi�i-Pt?POKI*�i.!ikqoptlliqg�ioli.raT!I _?nq,�#t6leb ,�r - : . �.�n ........_........1-1- ,po; _-.16, ,��em!*1� c ; - . . I ... -3(3)for,Wbod:ttmctural.paneliexterior,Wall,Lstfeathing:, I Ing]!;: _ ,.�L.� . 0 1 - I _____ ::::::�:::: __________I_ - 4_________i . I - ..IseiMable:RG02'. . � = . I . A � - _.. - -- � . , . . -_ ..... ---- ---- - ---- A '(�j:,i,01Tj13q - wrj,wa­�-! . I I . _________ 31 -1-1 . 16(fcomi�pl _ - .. .. � . .1 11� IKITCHEN ; 1. 1. . 1� 41i 4 . . 2 . __.., ': . I .1 �"_, . . I. (sU60 ''g. .. . . ­_-.---- ------ I 1 !3y .� -, - .,.,'11[:0:.131:._.... ---'-..,.�_:., .4, .."6 . . � . -----..-.-.--- _d... ... __ M13 3- ... , : , ­, 1� a . I I I . .1 I i � ( EL . ... I .1 84,,�,6)pilo i' ropf), I I '90mmo ,_ ,! _.1*).!, : 1. � % . � 4 r Pg., ,__n :- .: * � .fl 1. - 11-13"V;i i] -- ------.-..+ --+---- __ ________ ROOF I I I., 31, ?hg, " . .. ­�. � . . .- .+ .X,pl ..,I. 7��� , : I.,. 5" 68062 __q --t-------1--_- -_ 1 . �nall,.(�, 1�� , , + ­ - . I .._J I . I � . - ... ,!;2� -- -2� 1 1 . M!�EO_2�_(§!N_KR�M)----------­­.- .--.--I--------__1 3. : ...�:_­-.......................... ... .. ......................... � ;.....q....11 I I � ­­*...........*­...­ !W�"MCiii�(,3',,�,�--D�.�,-I�48+1",6�tll:,'- r""""'" ­­...d...............:.............�7'.. . ­................�......�...... I I NEW STFL MASTER 2 i-----------,.- I I 1 1. . ­ .:�'. ZQ n5 . ' : � r SS1. I I I --- , " I-1-t."'47.- .; :. : . 42. : 4 1 1 I I ___J_____.__J �_ -I- - - - -7 _J , - ' � - ---I----- ___ .:�2,:: iwd.-­11��. I)'"" , , ' : . I 1. 1. 1. 11 I 1. I . ­­ . .: : I . +�1AVJ.',d0f4r,Med-.hAf1' ....: ­_ (NEW 1ST FL LAUNDRY 1 1 , - wxm � _­ - . . I .-4-.--------4 1.5.1 .11 6 . 11---------------. _i______.- ----.-!.....---------i___ I , . 14T. 1..5. 1..�,. I 1.'s. 1.�,- 1.�­ �.......... ...............­................................... .......... .-d#te -w`ll� -. ...................................................................................I...........-11...I... .. 1/2" ' ------____�__i_ I . .................",........,� r �. shedifilitgo' : INEW GAR SINK . . I . . + . � - - -_ ,_1j,'jF'­­ ­_­­­ --,----I-- 13. I . t ­,,qa�'v­iiiiiiedi 7 rbbfi0q;naiJ,.,.71 I' . � - _______ __ I I I . RELOCATED - %.-,AM'C1 itirzir6a�u,i6sk � " ' - --,o,'k6i& .- .X- : STROKE , - � . . � 1. --;i.I­._. .."..'d+,, ;i:..t;:-. :­...�...:. ::: .:,, - , - .g. . : -_-1.... NEY*4 RELOCATEb d ::sfie,41h: -DrIlWowni plmq,jg+;,�11(Zlon!11'....... ............:.. . __. - t------------I kEY4 . -::::::-7 99:�-_............i:..::.:.....Ti:......:.::!:..................7 : 6 .= _t . - i 1 1.�­ . INEW BUTLER PANTRY I I .1 ___...,... I I + . .:...........�.. •.......................VF%&EM�:&!**:�:600� I 1 1 1 sty; 2ND FL HALL BATH I I --=---- - 11 EXISTING KITCH ISLAND 1st FL FND ­...I.. ._1 - :...:�di - �Mjj ... I I R1 25� � rotltt .0�7;gdfvafilied h+ng,,naiii.i?ii't,��head;a6m6ter.: + It, ::... DATE: � I -..------i ----------- MAST I Iav I LAUNDRI(i I . 11]E f� �!O�_p!alrq __d, . - , :...;­___;.;.­', ­.- -- . ,,.*-'.+. .;I : ______-.__4-_ _7------- - . I SINK SINK Iav I , .: .1 :.,�. � . THIS PROJECT IS TYPE"V"CONSTRUCTION AS DEFINED I 2ND FL LAUNDRY LREMOVED) i I KITCHE � 1S aithing.",, � - I . -- --------------4 BATH I , I .1 ... .I _____._____ _'___4 1 i - I im C "" , !T .......I........I.........-.1.-.....OH ��A�*",4�ft-! _....­. �.........I,.,,.. ...."..- ­.­.­­.., BY NYSBC SECTION 602.5 2ND FL MASTER t 2 1 1 . 7 - 7A 'T........ .........�......1. .­...­...... ........' f1&*,-0iiah!zed�ro IV9 , I NEW 2ND I I I I I 05 11!i,.gy-pgq,"4�At od'. '.:, - , .- .1 ::Ep :: , _ - - -7,;� , _��i:k. fitz I 0 1 d .7 � , �� �gTYP' ' .. t­.- ..7 - .. � 10(, %:�: . . I-: ; I . 2. ;_,� _ , .� . 'f�" -_'W"_`§- _% I . .�­_­­­- -"----4 . T - -I SIN R . PS01_0;01�_ 0q4p FL BATH I � 7 rp 1J K i ; SHIN I . I t�Y,long';,I""e.,Scto "" e-, THIS PROJECT USES ENGINEERED LUMBER OR1 3 . 3 i----- 1.51, n 2" 1.5.1 2-1 �4 . ::::: .051vaaz t LAMINATED STRUCTURAL MEMBERS IN THE ROOF AND1/10/2019 1REVISED PLANS ------------I d .____5 .___., �IN�4___ 0 _______________� 5�k.'� _ Typews�'. -. e � _.. go., 011,!101`�I*�Tlgfflvan . , ­ ltod; I ":7,, -:7. : . I I I I i�ix i . I 77 0 1 1 7 In I I i1dn I � I I . . . L=�� �� ��k FLOOR. THIS PLACARD MUST BE PURCHASED BY THE . , I I ---------------------•-•-a-i- +---1`-.-._.._._.._.._i----- i __ -11____1_-4I ri r1i �_2,j____", . .... ..]. . ....... .... ­_.­....... . ___­_ .1 .._1-..._..1..........1.4.... .........�.........�....,.,. i .1 .1 . .1 1. 1. 2. 12, .. .....Vood;5tryptural p ayment1ta, . I . I *o...­­1,1111111*11111*11111......­­........... ,;hets,,7,,d!oi,nbfn�itidyi,':s�m4ffobr,3-,'OkiddrI Mill%...............­­. I...T-.......................I GC/OWNER AND IS TO BE PLACED IN AN APPROVED I I I 11 I i . .. 1\ � �_ r . ..,::: .. . LOCATION AS DICTATED BY THE MUNIC 'FY . :TOTAL ADDITIONAL FIXTURES I I . . � ��,, J J rR -.7�1-:::1:1-:.11. - 6d;,d6bbrrll6d._(27*U120.* nail-'or. -­­, � I I I i I 5 � +7.):J- . . ST -,� f6!is: .- ..:i_:_:,� :- !" +140" . - ; - _��., - . . ... . . ` : BUILDING INSPECTOR. THE GC SH i,YtITH PROPOSED PLAN .1 5 .1 2 1. 2 _..I____j /1" - �........... �:',..__ I` .11.6 . �E".; : . ALL .3 .- \ - �....�:.................11.-.:-...::.....::!...i:...11------ 80'.�bibman.(,2,'.h'�K-P-,',131�Yfi 1-_; � .----.--..L I _L____ I i __ _._1 - . I . M :................................��:­!:T!.,r...4....:­­­!�s...........:........... ..__ I-1 aVF, : SHEET: . . . - !6d�,c0'Mm0&,(2%;,J6d.*b , . LOCATION OF THIS PLACARD PRIOR TO 11 15-3 I . m�. 1.1- .y,,�madi:;:jDr.1 : : . . . t . :� : FRESH AIR - : .V6. : 3o P `;­ d - , rii Wj�17, i 6i�'. :... J?�- . WWW.COMPLIANCESIGNS.COM OR APP D EQUAL D . INTAKE k- - - - � O.O. 3a ?��'�a!l"-` ...... ......... .644 ail-: . ; +. .. .. .. ....� I.. . � I (� �:,.11����IAC7R�AM . + ,:, :.:.. iK��.9 P7, : : . . . . �M, 9,i11!F=,)�P0;- �., : - � . W, '66�' ' "t- - : JAN 1 1 2,01 9 / / / I..'r..,*..-'.il','���.,7+-,,�l-��4.�......I...�.... ..........d...� I 'd'j��/?�.i60.)'Zftiiiff� . '-q'.. . . �0 ' I , �** V., , r I : z . .� - I�t . , - � � , T-1 ,�_ i ��"f ,, �, � h-X M-1 Z, : I (-1 � v 128�1 : I I I 1� # A TH W I - f -b; (" I I , - I , � f ""_� SEPTIC SYSTEM EXIST 4"MAIN ' 0V R' 1 . . . . Zr'14- . r, ")­ 111 . MD , I I _L I TOWN OF souTi�EG;�� J - I . INSULATIONNENTILATION.CONCRETE■ FRAMING . ,: .:,., ..,; ::..:• 1.ALL CONCRETE WORK IS TO CONFORM TO CHAPTER 4 OF THE NYS RESIDENTIAL 1.ALL STRUCTURAL LUMBER SHALL BE DOUG FIR#2 OR BETTER UNLESS NOTED 1.THIS PROJECT HAS BEEN DESIGNED TO MEET THE UPDATED NEW YORK STATE r ' ,,1•,t f y' { CODEANDTHEAMERICAN CONCRETE INSTITUTE ACI318. OTHERWISE ON PLANS. NON LOADBF_ARING WALLS MAY BE FRAMED USING#2 ENERGY CODE.THERE SHALL BE NO DEVIATION IN STATED VALUES OFALL 1 04` SPF OR BETTER MATERIAL f-- - , INSULATION MEMBERS INDICATED IN THESE DRAWINGS. � 2.SILL PLATES AND LUMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE N NOTCHED RECARDLESctiOF ALLOWANCE BY CODE 2.ALL PENETRATIONS THROUGH FLOORS AND RIM BOARDS FOR ELECTRICALAND TREATED AND APPROVED FOR SUCH USE.ANY LUMBER WITHIN 6 OF GRADE OR Zt GISTS AREOT TO BE ANY HORIZONTAL WALKWAY SHALL BE PRESSURE:TREATED. IF USING AQC NOTCHED JOISTS BEGONE THE REcpONcIBILrTY OF THE CONTRACTOR,ALL MECHANICAL/PLUMBING ACCESS ARE TO BE FILLED COMPLETELY WITH OY OF T E WITH 8502.8. EXPANDING FOAM SFALANTAFTER WORK HAS COMPLETED. - OR LUMBER THE USE OF COPPER CLAD SILL FLASHING IS REQUIRED BETWEEN HOLES FOR PLUMBING MUST BE DONE IN ACC = ; ..z_ rte: �� va z-. t ??r . ,* '=>`-� =ter,_.� 4+ *:�^;u-;r ,w nom; '�t�l - .:t. •. •(• '-`�� _ DESIGN WOOD AND CONCRETE. ;. t ; R 3.DOUBLE ALL FLOOR JOISTS UNDER PARALLEL PARTITIONS AND AT END RUNS. 3.ALL CAVITIES AT WINDOW AND DOOR ROUGH OPENINGS ARE TO BE FILLED PT P05TA5 •�„ �� -,.-s `;��;x } ,.,rq• •.� ry � i�ir•�,.LL`:;a�as�;,�� $ -�k� �,. •�„a4 p�.;+�:,c�,,L'�-„"•,,;���� SHALL BE CAST ON SOLID SOIL OF APPROPRIATE BEARING IN COMPLETELY WITH MINIMAL EXPANDING FOAM SEALANT SPECIFICALLY PER PLAN l s � .•r. ,, 1 lf- x 4-R� ,� r' h;.-,, 120 N OCEAN AVE' 3.FOOTINGS PT'P05TA5 ^��. - ✓,. �"� ' "�'� �' r:I� rk' r ries; �_,•,,,��•.s-....�•."-.. __.---,.,� • O HR403.ALL FOOTINGS MUSTBEAMINI MUM OF 3-0 BELOW 4.BRIDGING SHALL BE WOOD OR METALAND INSTALLED AT 8'-0"OC. DESIGNED FOR WINDOW AND DOOR USE PER PLAN „a,. m '` COMPLIANCE WITH � , r. � �-'„°}.-::� k•''= �-�'�" t�'��-kiF=�.� DAYpORT, NY i17o5 '.'! ,�+. 1�, ._ l.,e„ GBSQSERIFS *T' <,-. �r t ',�[ � _-;:%�1_,::Fii .'`'` `� •; GRADE O UPPORTTOP PLATES OF NON- 4.INSTALL INSULATION BAFFLES ATOLL VAULTED CEILINGS AND AT RAFTER BAY SIMPSON`AG• r .; • t, -u ;•1;,, ,; ,. t S.PROVIDE WOOD BLOCKING AT MIN 24"OCT S . O O HFADERA5 ABU SERIES � P05T BASE � I w ��-s�Fr ,.� - . ' S r�..;#,j i ':+t g. • : `"' 631-419-6158 B YS. ENDS NEAR TOP PLATE TO PROVIDE UNINTERRUPTED AIRFL W T RIDGE VENT, SERIES POST GAPS e e y f„ "., ; G CAPACITIES ARE TO BE NO LESS THAN 2000 PSF BEARING WALLS THAT FALL BETWEEN JOIST A SPECIFIED 4.MINIMUM FOOTING BFARIN APAPOST CONN 0 WHERE SPECIFIED •�.:' � " •h�:; "• •>• w', � .`_` INSTALLED IN PAIRS e e '��+ LLj. � s„1'�?,.; '-r �"- ::';W-�': -•:�y' ^ ,'� "'. SOJING OPTONLENENET UNLESS SPECIFICALLY NOTED. m s @ B REQUIRES MIN 2'CLEARANCE TO CHIMNEYS. 5.RIDGE VENTS AS INDICATED ARE TO BE SHINGLE-VENT II AS MANUFACTURED BY 6.ALL STRUCTURAL LUMBER EQ HEADER A5 0 • MIN3"SIDE :a Fr tV��w. ,; L, v:=i�w:�,ti! .�,,,tf ;a ri;i, �, "�;.<;�•, .,ii. _ar "AIR-WENT". e o e. S FOLLOWS:. SPECIFIED a �• W k fl ALL STRUCTURALAPPLICAT!'ONSAREA _ m r Fr -R: i,� I`'2 �'?e; '�i• "�" COVERALL ,� °r'"'�:.:'>" �':•:;. 5.CONCRETE MIX FORA „,c - '� �T ^ec„s1 ""`, Via: ;' ., •, ';:•,:c. �.,.N . .,,.�=�'; ;• ' '�! �ala�ri.''`'M�� ��:t 3000 PSI 7.ALL EXTERIOR AND STRUCTURAULOADBEARING WALL HEADERS(UNLESS AROUND , „• FOOTINGS GHT UNDER TOP PLATE WITH NO krr' 'E° E'NGINEIER OF GRADE 2500 PSI NO WEATHERING NOTED OTHERWISE)SHALL BE(2)2X12 SET TI x, 'S'&b:, ` -�F }°� '��-'" - R' �:g• k' F%a'-'`� ��� •:;lt��, t•' "=`F��•;: '. r .tu=: �,�t;t' `�=-,, SLAB ON ( ) SPACE OR CRIPPLED. 112"ANCHORi.3• ; �. k. _ #j ;_:': ` ' d •:r.l SLAB ON GRADE 3500 PSI (EXTERIOR AND GARAGE SLABS) �' o . o {•y 1;��` .. ' :`». ' ; t, ;,. err i t' ,:.w "a„ RECORD: ORCHES/STEPS 3500 PSI a BOLTS-T MIN )u _!' t. s ., rs .p,p w. -4, .. auh*.; j .e+a ``' °I' e•1, - ATTIC INSULATION NOTE / a 8.NON-BEARING INTERIOR WALL HEADERS SHALL BE MIN(2)2X4 UP TO FOUR EMBED t ` ' ," :a::i:=1:•. t _ ± :,i. ;.t1 �4 FOUND WALLS 3000 PSI (EXTERIOR) f FEET 2 ZX6 UP TO EIGHT FEET. ti- �:-• • �- � y^, NGINEERS S 2500 PSI NO WEATHERING FE ( ) t� �t I�. FOUND WALL ( ) I �:' �•� t �A R Ck � L 5 PSON" G •�' ,t IM L E° s - ay+ 9.FIREBLOCKING IS REQUIRED TO CUT OFF ALL CONCEALED DRAFTWAYS BOTH ORM A FIRE BARRIER BETWEEN FLOORS. SERIES POST CAPS MIN "510 `c : 'r: "� +:�w.=:-•; `. :1 w v ER VERTICALAND HORIZONTALAND TO F ssta•+-.`>•.:� ,� ';��`al•'"�� �Y •'``� . :� �•\• 6,ALL CONCRETE USED FOR WALLS AND ALL CONCRETE EXPOSED TO WEATHER 1.ATTIC INSULATION SHALL NOT BE COMPRESSED BYANY SUBFLOOR,SLATTING AT END CONDITIONS COVER AL1, °•, � t - 1'�• ", . MUST BE AIR ENTRAINED. REFER TO R6082. OR SPACERS.ALL INSULATION MUST BE LEFTAT FULL DEPTH AS REQUIRED BY INSTALLED IN PAIRS ` *- # �' ETERAN3 COLUMN AS AROUND ,"�,'• � wi °� x d•. 't� �., ,� ,,f.":;?a� �i.y y.:.; ` v;. "'��.?� .,r• I�:37 ••k; INSULATION SIZE. _ j�';� «y. r , ' ! ,;'a Y:: '�"• ,' , -,,r`,• *$ 1383 V PACES BETWEEN FLOORS SPECIFIED h. {r,,r v ".; �: ,t „ `;, ,. r< h.�:°'8, 7.FOUNDATION WALLS BELOW GRADE SHALL BE D/�MPROOFED IN COMPLIANCE 10.DRAFTSTOPPING IS REQUIRED ATOLL CONCEALED S ( "` ° ,, •r, "v:`. .� "N„" 3 ,. ,.;�y .•. ^ ;t' �. ;s�y1 .�•�:�' ,.. ,i : ��-• s t : Ir'r.• : .�q?Rrw ;��.. R406. REFER TO FOUNDATION DETAIL AND CEILINGS ETC IN COMPLIANCE WITH R502.12. C-OWMN AS p T?, .t l't. �,, WITH NYS CODE SECTION ) 2.R38C IS SUITABLE FOR USE IN 2X10 FRAMING-SUBFLOOR/STRAPPING CAN BE 5PEGIFIED MEMORIAL I-�WY 8,ALL BACKFILL AND INFILL MATERIAL UNDER SLABS SHALL BE COMPACTED IN 11.2X BLOCKING REQUIRED ATALL UNSUPPORTED PLYWOOD EDGES AND AT INSTALLED AND WILL NOT REDUCE THERMAL VALUE OF THE INSULATION. - MAXIMUM 12°LIFTS. MIDSPAN OF ALL FRAME WALLS. „° 1 y, ..}r ' 45 DARDS OF NG (ASPH/FG): . ,1 � � - .y1'N_ ' �' SUITE9.ALL SLABS SHALL BE PLACED OVERA MIN 6 MILVAPOR RETARDERAS PER 12,ALL STRUCTURAL SHEATHING SHALL MEET THE PERFORMANCE STAN ROOFI € F # nAUPPAUGE, NY 11788 R5062.3. THE APAAND SHALL BE VISUALLY GRADED:ALL PLYWOOD USED SHALL BE EXPOSURE 1 MINIMUM. 10.REINFORCING FOR SERBS(AS PER FOUNDATION DETAIL)SHALL BE W WM 6X6 (631) 969-8535 10/10 WELDED AND SUPPORTED TO REMAIN FROM THE CENTER TO UPPER THIRD 13,BLOCKING SHALL BE INSTALLED TO SUPPOR ALL GUTTERS,FASCIA ENDS,GYP 1ROOF SHINGLE 1S MANUFACTURED AS ASPHALT BASED,FIBERGLASS OF THE SLAB FORTHE DURATION OF CONCRETE PLACEMENT BOARD ENDS AND CORNERS,TO(LETAND B .ATH ACCESSORIES,CABINETS, IMPREGNATED ASPHALT OR FIBERGLASS. OWNER SHALL MAKE FINAL ROOF ■ ■ CASING ETC. CHOICE FROM GAF OR CE ZONES. PRODUCT LINES SUITABLE FOR USE IN DECK 1 ■ POST CAPS DECK 2■ POST BASES (b ) 969-8518 (F 11.WHERE APPLICABLE SUB-SLAB INSULATION SHALL BE PLACED ACCORDING TO 11OMPH CONSTRUCTION Z NYS CODE SECTION N11022.8. 14.ALL FRAMING INTO RUSH HEADERS/LEDGERS REQUIRE SIMPSON METAL GE2n COIL STRAP WRAP UNDER PLATE;TURN ,• HANGERS SPECIFIC TO THE SIZE MEMBER BEING SUPPORTED. 2.ALL VALLEYS SHALL HAVE FULL ICE AND WATER SHIELD UNDERLAYMENT-18-UP UP INSIDE AND NAIL TO PLATE 207: 12.THE CONTRACTOR SHALL COORDINATE AND PLACE SLEEVES AND CONDUIT EACH SIDE OF VALLEY, REQUIRED FOR PLUMBING,ELECTRICAL OR OTHER TRADES REQUIRED TO. 15.ALL SUBFLOOR US TO BE ATTACHED USING AN APPROVED SUBFLOOR RIM JOIS �� PENETRATE CONCRETE WALLS AND FLOORS._ ADHESIVE AND SUBFLOORAPPROVED RINGSHANKNAILS ORSUBFLOOR -w ISSUED FOR BUDGET s, :.•Noo�stie5tfiing SCREWS. 3,IN COMPLIANCE WITH SECTION R905.12,ICE AND WATER SHIELD MUST BE USED FLASHING OYER flNISH FEDORAS `"DG!I iaiadedr nalted'aer 0 Is.: 13.EXTERIOR RETAINING WALLS,DRIVEWAYS,WALKWAYS AND NON-STRUCTURE ATALL EAVES AND INSTALLED SUCH THAT IT EXTENDS FROM THE EAVES EDGE sera•FROM sa•Mw TOP OF LE:•GER SELECTED BY OWNER IiDG(threaded" ,�` : 6n'centecto joist RELATED CONCRETE IS NOTAPPLICABLE TO THESE:DRAWINGS AND SHALL NOT BE TOP.POINT AT LEAST 24"INSIDE THE EXTERIOR WALL LINE OF THE BUILDING• NOSIN6TO RAE md,widlnuf$,. vnitlholdown 7/11/18: 48"MAX 56"MAX 48-MAX GALE,METAL and washers -c 't THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL 4.IN COMPLIANCE WTTH SECTION 8905.2.6 ALL SHINGLES MUST BE INSTALLED 4 sFNERE HANGERS TYP. BWT&G 5UBFLOOR �: •-Coniinuoiisirashirig PREFILE REVIEW MAX (peI'Code),notshown LED GER-LOKANCHORS &EREII `? (^ k 'fF u y •i �, `.,: a..,:.. ... e FOLLOWING MANUFACTURERS REQUIREMENTS FOR HIGH-WIND ZONE ADDED LOWER i _ CONSTRUCTION(GREATER THAN 110mph). ROOF SHINGLES USED THAT DO NOT --- RIM JOIST FOR AT 16.OG STAGGERED FLOOR JOISTS AS '° "' "' ,.,.,,.:._,.. ...: :t"d:aEr'o': _i " •� ? l4�tigCB;•, _.a,,p 'r"' 0116' CARRYTHE PROPER D 3161 CLASS"F'RATING ARE NOT PERMITTED. TOPANO BorroM fl: 612 ENGINEERED LUMBER L- __ - ------ LSC INDICATED 1 - :, ; , ��,'w `.�N .a:`_�" WALKTHROUGH UPDATE 821 MIN INSULATION N �; ,, • WHEN REQUIRED C RAW LS PACES■ 5.ALL UNDERLAYMENTS APPLIED IN AREAS OF HIGH WIND(GREATER THAN 110 - - -- J DEGK2WALL SPACER SIMPSON DTT2 TENSION MPH)REQUIRE THE USE OF CORROSION-RESISTANT FASTENERS AND SHALL BEHIND 2X P.T.LEDGER NOT BE LESS THAN 36"APARTALONG THE OVERLAP. 2x412'cc(VERTICAL) AND 10 SLEEVE ANCH SELF-ADHERING' TIES-24"FROM EACH + 1/9119: SET IN PL PREM 16•oG STAGGERED TIB END OF DECK AS Klo®r)oist :OecR. .07122 1.I-JOIST FLOOR BEAMS SPECIFIED ARE BY BOISE. SUBSTITUTION OF PRODUCT DITUT14AMEMEMBRANE PER OF DE 4-SEE DETAIL Saud brjoistor��t:'' 1St: ISSUED FOR PERMIT 6.ALL ROOF UNDERLAYMENT SHALL BEAT MINIMUM FIBERGLASS REINFORCED ADHESIVE WITH ( to- MUST BE ACCOMPANIED WITH MANUFACTURERS CONFIRMATION OF 2X8 BEHIND 2X c.T.L706ER 2x bl6cking)"':'� 1.UNDER FLOOR SPACE(NON-BASEMENT)SHALL CONFORM TO R40& TYPE BY SAME MANUFACTURERAS ROOF SHINGLE I.E.ROOFERS SELECT FIT RIM #10x3'SCREWS AT ? u" EQUIVALENCY. (CERTAINTEED)OR SHINGLE MATE(GAF). DECK 2'OC TO EACH RIML 2.VENTILATION IS REQUIRED FOR UNDER FLOOR SPACE AT A RATIO OF 1 SQUARE COLUMNS FULL PT 2X12 ' USE l(N RIM FOOT FOR EACH 1500 SQUARE FEET OF AREAWITH ALL EARTH COVERED BYA 2.ALL 1-JOIST INSTALLATION MUST FOLLOW A MANUFACTURERS FLOOR BEAM 7,ALTERNATIVELYA WOVEN FIBERLGASS ROOF PRODUCT MAY BE USED AND MUST STAIR STRINGERS AT W (NOT OSB) ek ¢ : ,t•EFNERe MAx ALL DECKING LUMBER � � AT W015T SYSTEMS }" MIN 6 MIL VAPOR BARRIER AND 2•RAT SLAB AS F'ER DETAILS. LAYOUT. I•JOIST MANUFACTURERS PROVIDE FRAMING PLANS AT NO COSTAT BE INSTALLED IN COMPLIANCE WITH MANUFACTURERS GUIDELINES I.E.OPUS TO BE PRESSURE TREATED TIME OF ORDER. CONTRACTOR MUST FOLLOW MANUFACTURERS FLOOR BEAM ROOF BLANKET(OPUS)OR TRI-FLEX 30(GRACE). E 3,ACCESS TO UNDER FLOOR SPACE MUST BE PROVIDED IN ONE OF THE LAYOUTS. AT LEAST rAomDEDON ° rig OR BETTER 5YP OR DF AT AST 4T OONNE 910E OF ALL CONTINUOUS O a•SFHEREMAX STAIR RUNS OF FOUR OR MORE RISERS FOLLOWING METHODS: 3.STRUCTURAL LVL MEMBERS THATARE GANGED TOGETHER MUST BE SPIKED PANEL WITH TWO LAYERS OF 2'RIGID INSULATION AND WEATHERSTRIPPING AT AAT s FER Rstt.s a A THROUGH FLOOR ACCESS CAN 8E PROVIDED USING q PLYWOOD ACCORDING TO MANUFACTURERS GUILDELINES. LVL MEMBERS GREATER THAN ADDED 2X6 GUARDS(RAILINGS)SHALL BE PROVIDED PEC THE SUPPORTING JOISTS-MIN SIZE OF OPENING•d 8'X 24".THIS METHOD Wit L 11718"IN HEIGHTAND/0R GREATER THAN 15'IN LENGTH SHALL BE JOINED USING MORE THAN W*ABOVE THE FLOOR ACEs PT RIM UNDER MORE THAN 90'ABOVETHetwoR FASTEN TO CONC/CMU FASTEN TO FRAMING REQUIRE A DOUBLE JOISTAT EACH SIDE WITH A JOIST HEADERTO FRAME THE SIMPSON STRONG DRIVE(SDS)SCREWS OR FASTENMASTER TRUSS-LOK AT STAIR LOCATIONS OR GRADE AS PER R912.11 SIMPSON 0TT2 PROVIDES SCREWS. SIDING■ STAIRS.rM SECS.TIONS 9AND RAMPS 9HNl. OPENING.THROUGHWALLACCESSCANBEPROVIDE:DUSINGANAREAWAYOR COMPLY rvm+seenoNsre3ttAND R3ts TENSION LO1'tDII`I�7 OF ACCESS PANEL-MIN SIZE OF OPENING 16"X24". 4.THE USE OF DIMENSIONAL LUMBER FOR RIMS/BLOCKINGILAMINATIONS ETC IS NOT PERMITTED WHEN USING WOIST FRAMING. FOLLOW MANUFACTURES �825 IREM NTTF 850'1.2.4 LBS EXCEEDS RE T 4.WHERE AN AREAWAY IS REQUIRED THE BOTTOM OF THE AREAWAY SHOULD BE INSTRUCTIONS. LEAST 2'BELOW THE THRESHOLD OPENING FOR THE ACCESS PANEL PROVIDE DECK : STRINGERS DECK 4: RA T i L I N G DECK 5: TYPICAL CONSTRUCTION 2"OF 314"-1"BLUESTONE AT THE BASE OF THE AREAWAY. 5.(-JOIST HOLES MUST BE AS PER MANUFACTURERS INSTRUCTIONS. HOLE AND 1.SIDING SHALL BE INSTALLED IN STRICT COMPLIANCE WITH NYS CODE SECTION KNOCKOUT LIMITATIONS ARE LISTED ON THE FRAMING PLANS PROVIDED. 1'.'.'t 3 AND ALL MANUFACTURERS INSTALLATION GUIDELINES. 5.ANY MECHANICAL EQUIPMENT PLACED IN CRAWLSPACES SHALL COMPLY WITH M1305.1.4. 6.I-JOIST FLANGES CANNOT BE NOTCHED,CUT,DRILLED OR ALTERED. 2.THE USE OF DRIP CAP OR Z-FLASHING ABOVE ALL WINDOW HEADS IS REQUIRED. �•••-- 3.ALL SIDING AND WINDOW TRIM NOT CALLED OUT SHALL BE CHOSEN BYTHE HOLD SIDING UP 3: OWNER. 2ND FL STUDS 1"FROM VENT SET RIDGE BEAM SIMPSON Ha FASTENER DOWN TO PROVIDE z WINDOWS/DOOF;S: LEDGER NOTES MIN RAFTERS VENT AT ALLOFPSEr LOADING 4.CEDAR SHINGLE SIDING(IF CHOSEN BY OWNER)REQUIRES THE USE OFA DGI SMART VENT 5HINGLE-VENT if BREATHABLE BARRIER BEHIND THE SHINGLE SUCH AS OBDYKE BRAND CEDAR SHED ROOF VENT RAFTERS TO PENT RJDGE VENT BY CONDITIONS AND A5 ALT K WALL BREATHER OR APPLIED LATHE. CEDAR SHINGLE SIDING CANNOT BE SELF-ADHERING AIR-VENTING TO H2 CONNECTOR INSTALLED DIRECTLY OVER WOVEN HOUSEWRAPS. INSTALLALL SHINGLE IN MEMBRANE MIN FIBERGLASS STRICT COMPLIANCE WITH MANUFACTURERS GUIDELINES. 8•UPIDOAN FRAME WALL ROOF 5HIN6LE ROOF SHEATHING _ 1.WINDOWS SPECIFIED ARE ALL ANDERSEN CLAD WINDOWS. 1.ALL LEDGER HOLES SHOULD BE NO LESS THAN 1114"FROM ANY BEAM EDGE.AT 0520 COIL TRIM 5HFATHING FOR AIR 10N1 A5 APRON FLASHING INSULATION r5 PER PLAN , Z ENDS OF LEDGER USE ONE BOLTATTOP AND ONE BOLTAT BOTTOM AND PRE- 5.FIP'_R CEMENT SIDING(IF CHOSEN BY OWNER)REQUIRES SPECIFIC STRAP 2.ALL GLASS IS TO BE HIGH PERFORMANCE LOW-1-:4 GLASS. DRILL THROUGH LEDGER TO AVOID SPLITTING. C::IALLATION AND UNDERLAYMENTS. REFER TO MANUFACTURERS REQ'D BY DGI OYER SHINGLE' BAFFLES tu INS TALLATION INSTRUCTIONS. O COMPLIANCE WITH MANUFACTURERS 2.RAFTER LEDGERS-SIZE LEDGER ONEABOVE RAFTER BEING USED. SECURE INSULATION / ( , 3.WINDOWS ARE TO BE INSTALLED IN 6,AL_i NDEERLAYMENT(UNLESS REQUIRED DIFFERENTLY BY SIDING INSTALLATION INSTRUCTIONS. tu LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3112"LAT i6"OC BAFFLES 2X LEDGER ONE SIZE � O STAGGERED TO AND BOTTOM. USE SIMPSON LSSU SERIES ADJUSTABLE SEAT MANUFACTURER)SHALL BE"TYPAR"HOUSEWRAP, UP FROM RAFTER 512E � � \ \ 4.ALL WINDOWS AND DOORS ARE TO BE PERIMETER SEALED AT THE ROUGH OP HANGERS AT ALL RAFTER TO LEDGER CONNECTIONS. "\ \' n, \ ANCHOR 1N FRAME WALL. WITH MINIMAL EXPANDING FOAM SEALANT DESIGNED FOR WINDOW AND DOOR 7,RE`-_R TO WINDOW AND DOOR NOTES FOR ADDITIONAL PENETRATION 814'PLYIHOOD BLOCKING AT 16°OG 1^IITH 3 5/8° USE, 3.CEILING JOIST LEDGERS-SIZE LEDGER TO MATCH CEILING BEAM. SECURE INFORMATION. • - EACH SIDE IN WEB OF (moi\ '^`t LEDGER-LAK FASTENERS II I-JOISTS \ \ �. STAG TOP/SOT O O LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 31/2-LAT 16'OC 8.tMHlync APPLICABLE:HOSE BIBS,LIGHT FIXTURES,EXTERIOR OUTLETS AND l \ 5.IN WINDOW INSTALLATIONS WHEREA ROOF OR HORIZONTAL SURFACE IS WITHIN STAGGERED TO AND BOTTOM. OTHER PENETRATIONS THROUGH SIDING SHALL BE TREATED AS FOLLOWS: `` 12"OF THE SILL,THE CONTRACTOR SHALL USE A SOLDERED COPPER PAN ORA MATCH A ON VINYL SIDING INSTALLATION USE MOUNTING OR TRIM BLOCKS `, �`�1 O PRE-MANUFACTURED PAN SUCH AS THAT MANUFACTURED BY•JAMSILL". 4.FLOOR LEDGERS-FOR WOIST SYSTEMS USE 1 314"LVL LEDGER SIZED TO MA � \ ' . SIMPSON LRU (L V O JOISTS. SECURE LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTEERS 5-L SPE AFiC TO THE PENETRATION AS MANUFACTURED BY MID-AMERICA CORP 6.WINDOW OPENINGS SHALL BE PREPPED WITH GRACE SELF-ADHERING WINDOW AT 16"OC STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP B.ON WOOD/HARD1 FOLLOW MANUFACTURERS INSTRUCTIONS FOR SEALING HANGERS I+ ':ArION A5 NPER SECTIONS WRAP STRAP UNDER (� FLASHING OR EQUAL. OBSERVE ALL MANUFACTURERS FLASHING/DRIP CAP AND BOTTOM. THESE PENETRATIONS AND WHERE REQUIRED USE SOLID PVC MOUNTING BLOCKS. FLOOR JOISTS MIN b" FOLLOIN DGI SPECIFIC REQUIREMENTS. INSTRUCTIONS FOR RIDGE BEAM 5.FOR DIMENSIONAL FRAMING USE 2X LEDGER SIZED TO MATCH JOISTS, SECURE INSTALLATION A5 PER ROOF 51M USIA LRU to LEDGER TO 2X WALL FRAMING WITH LEDGERLOK FASTENERS 3 1/2"LAT 16"OC PLAN ADJUSTABLE HANGERS w STAGGERED TO AND BOTTOM. USE TWO BOLTS AT EACH END ON TOP AND MMPSON AT ALL RAFTERS-MATCH TO RAFTER SIZE SHOWN Q w ENERGY EFFICIENCY: MT512T0 ■M�■ BOTTOM. STUDS BELOW SHED ROOF(INSULATED) SHED ROOF(NON-0NSUL) � ' MECHANICAL: FINISHES: CANTILEVER STRAPPING SHED ROOF LEDGERS STRUCT RIDGE VENTING RAFTER TIES o .� 1.A SEPERATE ENERGY DOCUMENT HAS BEEN PROVIDED WITH THESE PLANS.ALL RAFTER TIES INSULATION SHALL BE BASED ON THAT DOCUMENT, BEND AND OVERLAP 0- #3 BAR AT PG LANDINGS 1.ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH PART V OF THE 2015 IRC. 1.ALL GYPSUM WALL BOARD SHALL BE INSTALLED IN ACCORDANCE WITH THE Z THE USE OF FAN-FOLD INSULATION UNDER VINYL SIDING SHALL NOT CONTAIN A MIN LANDING 86" REQUIREMENTS OF THE 2015 IRC. SECONDARY VAPOR BARRIER. USE ONLYAN APPROVED SUBSTRATE 2.ALL WORK SHALL BE PERFORMED BYA LICENSED MECHANICAL CONTRACTOR RECOMMENDED BYTHE SIDING MANUFACTURER CERTIFIED TO WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT, ITIS THE 2.BATHROOMS,ENCLOSED LAUNDRY ROOMS AND AREAS OF HIGH-HUMIDITY SHALL • RESPONSIBILITY OF THE MECHANICAL CONTRACTOR TO SECURE ANYADDITIONAL RECEIVE MIN 1/2""XP"STYLE GYPSUM WALL BOARD. YVRAP OVER TDP PLATE REFER TO LOAD PATH PERMITS OR PROVIDE HVAC LAYOUTSAND DI'RAMNGS FORALL WORK PERFORMED CONNECTORS FOR THESE �o+ #3 NOSING AND FASTEN TO IN510 CONNECTIONS DURING THIS PROJECT. 3.GARAGES,UTILITY ROOMS WITH HVAC EQUIPMENT AND BOILER ROOMS SHALL EDGE .r-111 Six NAjL5 MIN RECEIVE MIN 5/8"TYPE'X"FIRE RATED DRYWALL. PLANS MAY SHOW ADDITIONAL HAS-REFERTO I • NYSRG 8311.5.3.3 AT EACH END 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER OBSERVING ALL CONDITIONS REQUIRING RATED DRYWALL. FOR PERMITTED RADII PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR AT N051NG5 STRAP KING STUD TO :`; 1,MIN HDUB S 1ST FL OF STRAP•STRAP CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE 4.IN CONDITIONS OF NEW CONSTRUCTION,WALL BOARD SHALL NOT BE INSTALLED TOP PLATES AND JACK 2.MIN HDUS SETW FLOORS MUST RUN 12•MIN ER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. UNTIL THE HOUSE IS COMPLETELY WEATHER-TIGHT WITH ALL EXTERIOR STUD TO HEADER ALL GOiI STRAP MUST " ' 8.TRIPLE STUDS(SOLID)RECZ D %3 1 O :., v ���•'•. !; ALONG STUD FADE ' RUN MIN 12"ALONG 4.518"ROD/BOLTS WHERE SHOWN OWN FINISHES IN PLACE. '` STUD FAGS a: - Li: ■ • b'MIN PiloCNbliS(d1:. li; (; 5.INSTALL AS DIRECTED 8Y MANUF Z J I C- S.BATHROOMS SHALL BE FINISHED USING ZINNSER BRAND"PERMA-WHITE"SELF- o; 6.5EE`HD"ON PLAN FOR LOCATIONS P L M 'y PRIMING PAINT REQUIRED HERE UfaCWdl?9•' If;` ?g1,, NO SPECIAL CONNECTORS €MaP „ lu porposes: y. "'" : 20G COIL NO FASTENERS AT COMPACTED - • • MIN q°TREAD H IFP - ;(Fastener .0 CLEAR SPAN ACROSS ^ 6.CONSULT OWNER FORALL FINAL PAINT COLOR/SHEEN CHOICES. MINIMUM FILL i;iDtr?4�i7:... _: +` :ii= N. �( STRAP 1 t t L� SHEEN ON ALL WALL SURFACES TO BE"EGGSHELL'FINISH. MINIMUM SHEEN ON 1NRAP STRAP UNDER OPENINGS WIDER THAN ;::;;::, .V:Si°Patent RiM BAND .n 1J�-8 'WITH PART 7 OF THE 2015 IRC. ALLTRIMWORK SHALL BE"SATIN"FINISH. RIM AND PLATE INHERE- 51X FEET TO HAVE HDU2 V I 1.ALL PLUMBING WORK SHALL BE IN COMPLIANCE_ IT . . .. . . . :•:•r• :6=11.2;495;: 2.ALL WORK SHALL BE PERFORMED BYA LICENSED PLUMBER CERTIFIED TO'NORK NO LOWER STUDS ALIGN HOLDDOINN EACH 510E :,, � O IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR TO SECURE ALL PERMITS AND ARRANGE ALL MAX 8.25 RISER #313AR EACH • SEE FLOOR TO FLOOR ;i I;i; WAY AT 10*Or, AT TWO STORY CONNECTION REQUIREMENTS S. INSPECTION :., ':`:••:... :: .�°'�:•;:� • ca 3.ALL WORK SHALL BE DONE INA NEATAND WORKMANLIKE MANNER OBSERVING BAGKSLAPE AT RISER • CONDITIONS ."'`<a : ;`? O O ALL PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS OR BAT H/LAUNDRY. PERMITTED BUTTREAD CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE DEPTH 15 MEASURED FROM OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. ^, LEADING EDGE OF UPPER •:.N.•, • - � - .�$a. �ra,� • , VerilcaP r _ TREAD A5 SHOWN t„ ''i'g'e% �.. PLUMBER SUPPLY Po -► `•• mm m' 4.PLUMBING FIXTURES AS CHOSEN BY OWNER-F LUMBER SHALL SUPPL •• ° SC i'. r. - � O STANDARD OR KOHLEcR FIXTURES AT MIMINUM 1=ORALE 1A.ALLTILED WALLS-INSTALL 112"GP DENS-SHIELD TILE BACKER OR USE Size b • I i #,., jj ` MEMBRANE OVER SUBSTRATE M mbe wood.. a ,:.. ,,. .."•:°member: CONC STEPS OPENING STRAPPING SCHLUTER-Dura :WOOd' >� UE GASES FOR 16.ALLTILED FLOORS-INSTALL SCHLUTER-Diva MEMBRANE OVER SUBSTRATE �ee�Ih s ;?-' �' i'' si ),' ; thlr�Dless.: THREE NAILS MIN THREE NAILS MIN 5.AIR FOR COMBUSTION,VENTILATION AND DILUTION OF FLsAT EACH END LU APPLIANCES SHALL BE PROVIDED IN COMPLIANCE WITH SECTION G24D7. AND TILE AS PER INSTALLATION INSTRUCTIONS. NOTE THAT WATERPROOF AREAS -. 1?CS10ner au REQUIRE SPECIFIC INSTALLATION METHODS. SHOWER AREAS-INSTALL 1/2"CEMENT BACKER BOARD(HARDIE OR ` 5 • :,tft >:...... ... ;: . -it €€ O RAP STRAP.,r ..' AF STRAP END OF STRAP STRAP 6.RISER DIAGRAMS SHOWN ON ISSUED PLANS RE DIAGRAMATIC 1C.ALLTILED IS EQUIV)OR USE SCHLUTE-R-Dura SYSTEM FOLLOWING WATERPROOFING i'F 1 j`I $htdSlPn9t:.. TTI Vii,# 0 .,::�. I tY •.�..;� .,Q, MUST RUN 12"MIN MUST RUN tY MIN INTERPRETATION OF DRAIN AND VENT PIPING. PLUMBING CONTRACTOR 2'Sc4"CONTINUOUS TRUSS OR CEILING J015T REQUIRED TO INSTALLALL FIXTURES AS PER CODE AND SHALL UPDATEANY INSTALLATION GUIDELINES. t LATERAL BRACE AT Vo.c. f1, s l ® #�rPSeNatIVC 11e3tE[I„ ALONG STUD FADE ALONG STUD FADE O EXISTING NON-COMPLIANT PIPING UNCOVERED DURING THE WORK 2.ALL TILE TO BE SELECTED BY OWNER SAMPLES SHALL BE PROVIDED. FOR THE GABLE END TRUSS ­Rod:..' t 1`; Mr trriei Ina:be' r, ^r PURPOSE OF BIDDING CONSIDER MATERIAL ALLOWANCE FOR ALL TILE. 2-10d NAILS "j Y '-^ �'lif; �-,:{'' I ' t0Qt71f6d::-- FLASAI.LGOPPERTFX FI FC:TRIC;AI _ CJs _`:: r� "y';+ d...; 206,COIL NG/SEALER 206 COIL NO FASTENERS AT 3.ALL BATHROOMS WITH ASHOWE�R OR TUB SHALL BE PROVIDED WITH ONE " , ll..,. .di��sf�,-r;;�.uL"..F ''1}tt.'firfi4?LkBt«r '�i�V F:�'r^Y - r- . VENTILATION UNIT,VENTILATION TO EXTERIOR SHALL BE THROUGH ®� NEW MECHANICAL VENT( EXIST a{r• y'S� '�+$,•"` j __ ;,;. ' �PRIOFT05ETTIN6 �-CLEAR SPAN ACROSS ��i,I. , inlNn ,r. ._�_ N^.,,.;I .. STRAP STRAP INSULATE NON VINYL DUCT AND PASS THROUGH A SELF-CLOSING EXHAUST 10-&d NAILS =:ir_.;=t,r__ * 'k '' IN r aS" y" fi' j ® ,.s .:r ' 's.: ,t �I tr F�,r,�k "�Z- 2: - "�" '�`.' •� ..V£C(IC8I.:1<'{0U:;: STRAP AND PLATE RIM BAND SEE O THIS TYPE OF VENTILATION. VENTILATION SHALL BE IN ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH PART VIA OF THE 2015 IRC OUTLETAPPROVED FOR iu- ,,.r .is �'; '. � �' � ,,, -� , .-_ .•�,'�; .. � Insfatlation .. � �P , .,,� l���' • • '�a, ., . �'.)'` �,r Irµ 1.ALLELE • 1,�., nv,w, ^ 5.. i:_ S,e ............: ... ..... ... ... .. AS WELLASALL NEC GUIDELINESAND REQUIREMENTS. COMPLIANCE WITH M1507. s.,y, � �J�i.t .: '``a` r -� i a v'r _V r •. �;" zir h ■ ENDWALL � , ..,�'� 1=i`a; •n ,:,�r,;<_ ALL EXPOSED SEALANT IN BATH AREAS TO BE SILICONE BATH/TUB/TILE • • ,a7•. �t_r.14t,.��rl 4 3.; a 5 � TO 4.A I • • CORNER 5TU0 >=:�i,....' ar).�`, . ... 4. ,•aS... ..• �,e`,;-, :e•,�,,.. p r- : ��;,;:,:'� (A 2 ALL WORK SHALL BE PERFORMEDBYAUCENuEDELECTRICIANCERTIFIED • L',=-:'3_'TiC{ r , c:;.; ,:. >,,.:•�at•,;._-.-•; .. 1.::-,~:_9 :o',:;-"�; 1::rk ,.4 _ LU WORK IN THE TOWN/MUNICIPALITY OF THE PROJECT. IT IS THE RESPONSIBILITY OF APPROVED. 5d COOLER NAILS AT 10"o.C. • CONNECTED TO I„°.. s Id _�(. is.,flan trY 81oCId0 -` amhua_.:•. 0, 20G COIL STRAP v L W SON HOL HDU5 0R • • • TRANSFER SHEAR : ; ..:.: :.::A E a T. ._ v r n i:.;' :.. THE ELECTRICIAN TO SUPPLYAN UNDERWRITERS CERTIFICATE FCRALLWORK 2k4"BLOCK hiA1LED TO FAGH • e°I' 6 '" v PERFORMED DURING THIS PROJECT. 5.ANY WINDOW IN ATUB OR SHOWER AREA SHALL BE FACTORY PREFINIStiED BY THE MANUFACTURER OR EXTRUDED PVC SME. SILICONE SEALANT REQUIRED AT BRACE WITH 4-10d NAILS HDQB OR `°' ^ �` PLATELAPPED UNDER SILLM 20G COIL STRAP OBSERVING ALL ALL CASING AND STOP/EXTENSION JAMB JOINTS. EXTENSION JAMBS(IF HDTB NAIL COMMON I+ � y�C 3.ALL WORK SHALL BE DONE IN A NEATAND WORKMANLIKE MANNER REQUIRED FOR THESE WINDOWS SHOULD BE FIELD FABRICATED USING SOLID GYPSUM BOARD NAILS b"o,c. '{aj_ 1 TypIGal:: LAPPED UNDER SILL G C? PROPER PRACTICE AND CODE REQUIREMENTS. IF UNSAFE CONDITIONS(OR ) • CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE PVC TRIM WITH A SILL SLOPED AT NO LESS THAN 4 DEGREES. 5d COOLER NAILS AT 7°D.C.. 20 GAGE STRAP ® • {g; HDU iie. :.:'o �.: PLATE As PER WFGM ®� X8062 �Cfi� OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. 6.LAUNDRY ROOMS IF APPLICABLE)MUST COMPLY WITH E3603.3 AND E3807.8. 10 8d NAllS Be#ween.` ®�ESSIO�� : ., 4.ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED LIGHT FIXTURE PER BATHROOMS MUST COMPLY WITH E3603AAND E3801.6AND OTHERAPPLICABLE ° ''' FIOQCS 1 ROOM. OWNER SHALL CHOOSE FINAL COLOR SCHEMES AND FUCTURE.SVWTTCH SECTIONS. END YyLa^LL STUDS IUI�. i,��rfo � STYLES. Wi ' ' •� 7.GROUND-FAULTAND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS WItII... HOLDDOWNS AT # 5.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO WEATHER SHALL BE PER NYS CODE SECTION E3902. Figure 3.7a Gelling bracing gable endumli STING GFLOO ' AT FIRST FLOOR ' • � DATE: WEATHERPROOF SME SUITABLE FOR THAT USE • 8.PROVIDE DEMAND-SENSING VALVE TO SERVE WASHING MACHINE. 6.SWITCHES SHALL BE LOCA9.DRYER VENTILATION SHALL CONFORM WITH TED AT 48"ABOVE FF TO CENTERLINE OF SWITCH. M1501. 1ORNOW.101STCONDITIONS, BOTTOM STRAP SLAB BOTTOM STRAP IN TI OD 7.OUTLETS SHALL BE 12"ABOVE FF TO BOTTOM OF BOX. FLOOR JOIST CONDITIONS 1/10/2019 10.ALL WASHING MACHINES INSTALLED IN A ROOM ABOVE ANY FINISHED/ 8.WHERE COUNTERTOPS ARE PRESENT THE BOTTOM OF ANY OUTLET BOX SHALL BE OVERFLOW R SPACE MUST BE INSTALLED IN AINTO PLUMBING FLOOD-SAVER IN E SYSTEM. GABLE E N D WA L L CORNER POSTS HOLD DOWNS UPLIFT STRAPPING 5"ABOVE THE FINISHED COUNTER HEIGHT. OVERFLOW RECOVERY PAN AND PIPED BACK INTO THE PLUMBING SYSTEM. 9.BATHROOM OUTLETS MUST BE GFI ORARC-FAULT PROTECTED. 10.ALL NEW SMOKE DETECTORS MUST BE HARD.-WIRED INTO THE HOUSE ELECTRICAL SHEET■ SYSTEM.ALL NEW INSTALLATIONS ARE TO BE INTERCONNECTED TYPE. 11.GROUND-FAULTAND ARC-FAULT CIRCUIT PROTECTION MUST BE PROVIDED AS PER E3902, G G 1 (Mantdatoty). .>, - des•. n,. rofes `on- h:an' "os ed on;:a iiiall :t;:. ermanen�certlficate..shall:be-com leted b ..thee budder'o':Xe istefed_... sl a., d-' t :. jn`thea ac` -Where):th6'turnace s.located'a:at1C e rarrr=or-an q, roved'io`efion,fnside:fhe,°bulldln Vlliiere _1: Ioc fed'oir: rl`electcical anel;;the ce°r�ifrate shalt,not•:cider.nr o Sl r.i,tct:fheMISIDlllt` afithe clrcult directory, �::,•..:..4'i<':..•P..fii.1•"r':'".v,' „c.>,. :y`Y•, +—.i s:.•.r,<._ ,..:,;. •:_ :-. ,, ah.;::•.-.,...�., ,.;,..,,,. .T, , ;, �;i:• :ar selvlce.dlsc nnec#;_label orother-re ulred labels;The:,certificate:shailllsf.:die,predominantWvaui9%flnsulatlon INSTALL r,•'" = r:` ;: :-v a•,.; _ - _ - - ty- IIF 1-RIGID INSULATION CUTTO FR BEIWEETITHE _ - - i - ace inlall ancUo ooh':an cls tristalled-ln:oYAn oeilm /toof':walls---�nuridatlori� slai��li�asemenfwalJ;°cra�ivls r�fl d'�u, :, ; RAF7732S.FOAM SEALBOTi SNES ALONG RAFTEE�� -EWITH XPANDING FOAM ForvM SEALANT MAINTAIN ,°: -" altt°coefficient �SfIGC:'-af_enestratioti' . EQUIVALENT SPACE FOR LENGTH OF RIGID INsutATON - ,uutstde.condl#loned_spaces;.Ufactors.far_fenestratlon,and::.#he,:so,Car.>.heat, ::; f : ',. ':.3 . : and';the;;resWfs:from:any,.[egttlrQd c pct_.sVf ystem:and:bulCding..en�elopeiair•,leakage, esting done an the:Eidilding . t....:....... ... ;.,. ., OAT )[))here#here.:lsmoire:than onevaliie, or`eachcoinponent,rthe''cei#ificateshall_Ils thy;valuecavenngthe.largest'r' SOU P _,. ..: :_.. :.,_ ..;:_ : �.:.,: ._: :,. '::: -._.,.::,:.,:.•�..:.,: :,,:. .: .,-,:�, r.4:_._:,...,..,r,.,:::.. ,.,..,...:,,:..:, ,:..,,-,._,....:.. ., DE ICN area The.6 catershall;,Itstpe':r}cpes:and:.effeTene[es of.heating.,_cogiing and,:serv>ce water.heating;e u�.pment: ^,' AIRSPACE INSTALL PLUMBINGAT _r..:..-.; ... - ..-_,.. :. . .. .... .. .... ..�;.: ,..,,.,:..L. 12-0 NO O tAN AVE' e�rtEwoR WALL �Nhere.a ga .fire PPYPPtecl'room:heater;`elec#"tl6--fi Tiace or.base13_... electric ties a is arrstatled in,the .. .resideilae,tie c�ertl Ic te;'shalL`list'"gids fiYec3;unverited roo4t�t7eater;;-electri :furnace, o�"Iiaset3oaYd electr+c.; 1�AYpORT,NY f17o5 d heater;::":as apPropnate An'-efficlency.steall nat:be_/tstecif_fot gas-fired'.urlvented_rs�orrhea#ers,:electnc'fumaaes,.ar' 631-419-6f58 :,•,. . ATTIC INSULATION INrERtoR VERncaLCHASE :BIeCj7'IC=,I7,�S_ .f.]eateCs5p91NG@OPTONLINENET INTERIORWALLPROVIDE INTERIOR SHEATHING +.{.:::: SAT EXTERIOR WALL PRIOR -� ,.:.• .. •_.. .. :•.c.:•::: TO INTERIOR WALLASSEMBLY ENGWEtR 0l= INSTALL H•RIGID INSULATION ENERGY EFFICIENCY FLON CHART Rt(:ORI?- VERTIC/W_YTO CONNECT `Yf RI�TINSUTATON NBAFFFLE MANDATORY REQUIREMENTS R & W �NGINEER9" FOAM SEAL BOTH JOINTS �--P CEILING GYPSUM BOARD _ REFAB FIREPLACE UNIT AS AIR BARRIER CERTIFICATE R401.3 CERTIFICATION REQUIRED REQUIRED CERTIFICATION CONTINUOUS BEAD [MINER BLOCIONGAS REQUIRED - SHOWN ON PAGE CC-2 OF P. OR SEALANT INSULATED ExTERIOR WALL C• 1H7RIGID INSULATION W� �E�OR STUD CONTINUOUS ITEAD OF SEALANT THESE PLANS. ALL AIR LEAKAGE R402.4 ALL NEW CONSTRUCTION IS 1383.VETERANS INSTALL INTERIOR SHEATHING REQUIRED TO MEET THE MEMORIAL WY PRIOR TO INSTALLATION OF CONTINUOUS BEA13 OF SEALANT INSTALLATION CRITERIA OF THIS EXTERIOR INSULATED WAIL C FIREPLACE UNIT SECTION-SPECIFICALLY TABLESUITE ,� 1"EXTERIOR INSULATION ON SHEATHING AS ATTIC AIR SEALING AT CORNER VERTICAL BATHTUB CHASE R402.4.1.1 SHOWN THIS PAGE. J EAVE BAFFLE AND VENT-THIS DETAIL ONLYAPPLIES MAXIMUM FENESTRATION R402.5 0.48 ANDERSEN TW AS SPECIFIED uAUPPAUGE TO PROJECTS THAT HAVE CONTINUOUS EXTERIOR CONTINUOUS MINIMAL U-FACTOR PROVIDES 0.30 t l NY 11788 SHEATHING AS PART OF THE REQUIRED INSULATION WiNDOEXPANDINGERIMETAT MAXIMUM FENESTRATION R402.5 0.5 ANDERSEN TW AS SPECIFIED WINDOW PERIMETER SHGC PROVIDES 0.31 (631 969-8535 PACKAGE-REFER TO CONSTRUCTION DETAILS ON SECTIONS PAGE HVAC CONTROLS R403.1 CONSTRUCTION WILL INCLUDE (631) 969-8518 (FAX) IVAULTED CEfLtNGS AUTOMATIC THERMOSTATIC CONTROLS AND CONTINUOUS BEAD OF SEALANT . PROGRAMMABLE THERMOSTATS CONTINUOUS BEAD or SEALANT HEAT PUMP/SUPP HEAT R403.1.2 N.A.WITH THIS PROJECT 12/20117: C-� CONTINUOUS READ DUCT SEALING R403.3.2 DUCTS,AIR HANDLERS AND FILTER ALL DUCTWORK SERVING NEW ISSUED FOR BUDGET Z�OFADHESNE . BOXES MUST BE SEALED AS PER CONSTRUCTION SHALL BE CONTwuoUSBEAD IRC SEALED AS REQUIRED BU THE OF SEALANT F O,AS LH 0 IRC 7111/18: DUCTTESTING R403.3.3 DUCTS SHALL BE PRESSURE ALL DUCTWORK SERVING NEW PREFILE REVIEW TESTED TO DETERMINE AIR CONSTRUCTION SHALL BE �-WOOD FRAME FLO°RASSEMBLY--,, LEAKAGE TESTED AS REQUIRED BU THE . FLOOR CONTINUOUS BEAD OF SEALANT IRC 8120/18: ECEILING SSPECIFD ASARBARRIEMECH SYSTEM PIPING R403.4 MIN R-3 INSULATION ON ALL INSULATION WILL BE REQUIRED WALKTHROUGH UPDATE INSULATION SYSTEM PIPING CARRYING FLUIDS ON ALL PIPING CONTINUOUS BEADCONTINUOUS BEAD OF SEALANTABOVE 105 OR BELOW 55 PROVIDE INTERIOR 119/19: oFSEALANT AT EXTERIOR WALL PRIOR HEATED WATER R403.5.1 WHERE APPLICABLE,INSTALLED AS N.A.WITH THIS PROJECT tD TO SOFFITPWEMBLY , CIRCULATION AND TEMP PER R403.5.1 ISSUED FOR PERMIT CONTINUOUS 8EADOFSEALANT MAINTENANCE SYSTEMS coNrlHuous DEAD OF AIR SEALING STRATEGY FOR MANUFACTURED FIREPLACE CONTINUOUS BEAD ASAIRGGYPSUMBOARD. MECHANICAL R403.6 BUILDING SHALL BE PROVIDED WINDOW/DOOR VENTILATION ASAIR BARRIER � CFSE.unNr VENITLATION WITH VENTILATION THAT MEETS (4%MIN OF FLOOR AREA)HAS INTERIOR GYPSUM THE REQUIREMENTS OF THE IRC BEEN PROVIDED IN BOARD wALLEOARD ASAIRBARRIER _ CONTINUOUSBEAD CONTINUOUS MINIMAL OF SEALANT OR IMC COMPLIANCE WITH R303 WOOD FRAME SOFFITASSEMBLY EXPANDINGFOAMAT EQUIPMENT SIZING AND R403.7 HEATING AND COOLING SYSTEMS PLEASE SEE INCLUDED MANUAL INTERIOR WINDOW PERIMETER EFFICIENCY RATING ARE REQUIRED TO BE SIZED USING J AND HERS RATINGS CABINETRY -----CONTINUOUS BEAD OF SEALANT MANUALS/J CALCULATIONS DOCUMENTS INCLUDED AT TIME OF FILING AIR SEALING AT CORNER VERTICAL CHASE1 LIGHTING EQUIPMENT R404.1 NOT LESS THAN 75%OF THE 'ALL NEW FIXTURES INSTALLED LAMPS IN PERMANT FIXTURES SHALL COMPLY WITH THIS MINIAIR SEALAT CABINET SOFFIT//TWO-STOR °oN NDINGF AMATL mN OW PERIM� HIGH-EFFICACY LAMPS(I E.SHALL BE OR SHALL CONTAIN ED OR SECTION CFL) WINDOW UNITAS PILOT LIGHTING R404.1.1 FUEL GAS SYSTEMS SHALL NOT OWNER/GC SHALL PROVIDE ARBARRIER•SEE HAVE CONTINUOUSLY BURNING EQUIPMENT(STOVE I.E.)THAT PLAN FOR STYLEISRE PILOT LIGHTS COMPLIES WITH THIS CODE ATTIC INSULATION SECTION ATTIC FLOOR FRAMING ATTIC INSULATION RIGID INSULATION R-VALUEIDEPTH PER CLIMATE' .n COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE CONTINUOUSEXPANDING DGFDAMMAL COMPLIANCE METHOD V -ROOF FRAMING WINDO PERIME ER TOTAL UA ALTERNATIVE(RES-CHECK ATTACFNED) i SITE BUILT ENCLOSURE SECURED WINDOW PERIMETER WINDOW UNRAS sHEATHINrEEuoROFATnc AIR BARRIER-SEE VAPOR RETARDER R402.1.1 AS PER R702.7 CLASS I OR II VAPOR VAPOR RETARDERS ARE NOT AHEATHI TERIOFINSULATON PLAN FOR STYLEISIZE RETARDERS ARE REQUIRED ONLY REQUIRED AS PER CODE BUT LEVEL ON THE INTERIOR SIDE OF FRAME USE OF VAPOR RETARDERS .n PLUMBINGPIPE 1"RIGIDINSULATION WALLS IN ZONES M4,5,6 AND 7 SHALL NOT CONSTITUTER V VIOLATION OF CODE �/ CONTINUOUS MINIMAL MAXIMUM FENESTRATION R402.5 0,48 ANDERSEN TWAS SPECIFIED x -� CONT1NUflUS BEAD OF SEALANT WINDOW IPERIMMEETFART - U-FACTOR PROVIDES 0.30 O to TOP PLATE " ACCESS PANEL MAXIMUM FENESTRATION R402.5 0.5 ANDERSEN TW AS SPECIFIED DRAW ACCESS PANEL SNUG SHGC PROVIDES 0.3'1 �,,.� lu WTM PERIMETER SCREWS MECFTlJRK:AL LATCH TO PRESSURE V' SEALATWEATHERSTRIPPI"G CONTNUOUSBEADOFADHESIVE TOTAL UA-ALTERNATIVE R402.1.5 HERS ENERGY RATING PROVIDED HERS ENERGY RATING EXPANDING—""' wI SE TFINISHCEILING TRIM REQUIED PROVIDED FaaN sEAuwr (RES-CHECK ATTACHED) WALL STUDEAVE BAFFLES R402.2,3 BAFFLES ARE REQUIRED FOR AIR- BAFFLES SHALL BE INSTALLED O CONTNUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT PERMEABLE INSULATION IN ATTICS AS PER OVERHANG DETAILS Z z SHOWN ON THESE PLANS OZ O 0 ACCESS HATCHES AND R402.2.4 DOORS FROM CONDITIONED TO A SOLID DOOR IS PROVIDED AT ' 1 MANUFACTURED PULLDOWN STAIR DOORS UNCONDITIONED SPACES SHALL THE TOP OF THE STAIRWELL p~•, V O AIR SEALINGATATTIC HATCH//FINISH SCREN/S ONTINUOUSBEADOFADHESNE BE WEATHERSTRIPPEDINND AND IS SHOWN ON THE RES- INSULATED TO A LEVEL CHECK SOFTWARE FOR UA- 0 CONTINUOUS BEAD OF SEALANT EQUIVALENT TO THE INSULATION ,COMPLIANCE V� ON THE SURROUNDING SURFACES IW MASS WALLS R402.2.5 EXEMPT THIS PROJECT DOES NOT CONTAIN MASS WALLS Q U-! . . ,AIR STEEL FRAME CEILINGSR40226 EXEMPT THIS PROJECT DOES NOT SEALAT TOP PLATE PIPE PENETRATION V � �— Cn FLOORS AND WALLS CONTAIN THESE ITEMS U-1 FLOORS R402.2.8 FLOOR FRAMING CAVITY INSTALLER SHALL CONFIRM <AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR CONTINUOUSBMOFSEALANT INSULATION SHALL BE INSTALLED COMPLIANCE WITH THIS Q TO MAINTAIN PERMANENT SECITON. CONTACT WITH THE UNDERSIDE W OF THE SUBFLOOR BASEMENT WALLS R402.2.9 WALLS IN CONDITIONED N.A.WITH THIS PROJECT- ELECTwcaLWIRE MANUFACTURED RECESSED LIGHT ENCLOSURE CONCEPTUAL AIR SEALING STRATEGYAT TWO STORY CONDITIONS BASEMENTS SHALL BE INSULATED UNCONDITIONED CRAWLSPACE • , FROM THE TOP OF THE BASEMENT ATTICINSULATION ROO ILIN INTERIOR WOOD FRAMED WALL STRU C URE WALL DOWN TO THE BASEMENT �TaPPIATE ��'RE v •• CONCEPTUAL AIR SEALINGSTRATEGY AT FLOOR TrcvPsuMBOARD ONE STORY CONDITIONS WITH WOOD FLOOR SLAB ON GRADE FLOORS R402.2.10 N.A.WITH THIS PROJECT- EXPANDING ROJECT- EOA SEAL STRUCTURE GARAGE SLAB IS NOT HEATED. A FOAM SEALANT CRAWLSPACE WALLS R402.2.11 AS AN ALTERNATIVE TO N.A.WITH THIS PROJECT INSULATING FLOORS OVER 4Li WALL STUD CRAWLSPACES,CRAWLSPACE v O WALLS CAN BE INSULATED. Z MASONRY VENEER R402.2.12 EXEMPT THIS PROJECT DOES NOT -T INSULATIEDOMRIORwALL CONTAIN THESE ITEMS z: onERloRwxJ sHF�mTING SUNROOM INSULATION R402.2.13 EXEMPT THIS PROJECT DOES NOT A ^ CONTINUOUS BEAD OF SEALANT CONTAIN THESE ITEMS FJCPANOING FOAM SEALANTAT PERIMETER CONTINUOUS BEAD OF SEALANT FENESTRATION R402.3.1 AN AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT-HERS J �DRYwALLCETUNG FENESTRATION PRODUCTS SHALL ANALYSIS PROVIDED 0 1�RECESSED LIGHTING FIXTURE BE PERMITTED TO SATISFY THE Uul - FACTOR REQUIREMENTS AIR SEALING AT RECESSED LIGHTING IN ATTICI R402.3.2 AN AREA-WEIGHTED AVERAGE OF N.A.WITH THIS PROJECT-HERS INTERIOR INTERSECTING WALL WITH DRYWALL CLIPS AIR SEALAT TOP PLATE ELECTRICAL PENETRATION coNnNuousBFADOFSEALANr FENESTRATION PRODUCTS SHALLANALYSIS PROVIDED Z Ca BE PERMITTED TO SATISFY THE SHGC REQUIREMENTS Z► 0 R402.3.3 UP TO 15 SQUARE FEET OF GLAZED THESE EXEMPTIONS ARE NOT v'„ v FNESTRATION PER DWELLING PERMITTED WITH THE UA- (v SHALL BE PERMITTED TO BE ALTERNATIVE PROVIDED WITH < O WITH CONCRETE/SLAB FOUNDATION EXEMPT FROM U-FACTOR AND THE ATTACHED HERS ANALYSIS (� SHGC REQUIREMENTS. �tI R SE,�LDETJdtILS P' ' • R402.3.4 ONE SIDE-HINGED DOOR THESE EXEMPTIONS ARE NOT C.�D ASSEMBLY UP TO 24 S.F.IN AREA IS PERMITTED WITH THE UA- IlyW Do Nor scale EXEMPTED FROM THE U-FACTOR ALTERNATIVE PROVIDED WITH REQUIREMENTS. THE ATTACHED HERS ANALYSIS Z INSULATION R403.3.1 SUPPLYAND RETURN DUCTS IN HVAC CONTRACTOR SHALL ATTICS SHALL BE INSULATED TO A DEMONSTRATE COMPLIANCE Q CEMENTBACKERBOARD MIN R-8 WHERE 3"IN DIAMTE AN WITH THIS SECTION SURROUND FINISH ...os .. .. ..... ....._._..�.,,�..__,-.. .... .. GR AN WHERE LESS sURR ed:earth:aii:tinvented crawl:spaces;shafl,be?: Wheie pioyaded:instead,oflloor7nsulativiir:..: SAN 3"N DIAMETER. TUB Of E •-I Crativl space.�iriags;: ' �:�cov�erecf:yrrth.a.Class;I.raporreta., sr-'wlNi;•� •: �'Tnsulatltin.sfiall,be;�manentl��f3a�E►eal fci lfle DUCT LEAKAGE R403.3.4 THE TOTAL LEAKAGE OF THE HVAC CONTRACTOR SHALL Y TUBS. edapping j-olntsaaped - .crawlspacR walls• ' '�• � DUCTS GOVERNED BY COMPLIANCE �1 ®� INTERIORVERTICALCHAS ::.::-:..::'•:•:::. .:..:... :.... : ..............:•'.�•:: .. THIS WITHOTH THIS �.[)Tic .. ,,:... :.., ':: ... �_:. ' hafts;utlllty:penetrafionsrand flueshafts.:.:.:•.' :. 9 TABLE R4.02 4:1-9 AIR BARRIER:AND INSULA7nO ;IN,ST�LLA77f}i ShaHs,pettetratlt�tis' open n #o`:extenoc ot. IncQndLGofte�l spae ShalE.be:: HOT WATER PIPE R403.5.3 R-3 MIN PIPE INSULATION IS PLUMBING CONTRACTOR SHALL V PROVIDE INTERIOR SHEATHING '-•::- `'_': ::°:::°: '•:::• _-_•�_ ''- • •-- - "• '• •' "'-•- •-' - ' •• •' INSULATION REQUIRED ON 4W PIPING,PIPING DEMONSTRATE COMPLIANCE %"-" '• :. .... lUSSURRXDUND ATEXTERIOR WALLPRIOR s: ALL PIPES y���'�1t77 ���f� ... °:sealed;::, ,� ,. v1 M CONTINUOUS BEAD OF SEALANT BEYOND TOINTFAOR WALLASSEMBLY _ °°INS ULATION ItS�STALLA t fON:.CRL t LLaIA: EE 3t.T in;ns3rr{PVIF: vitles:Sllali,:t cllt to,fit;:ot'_., LOCATED OUTSIDE CONDITIONED WITH THIS SECTION. i r' , - ;,� w c°"►I COMPONENT ::AIR B,AI�RIEit CFIETERIAI. S ... SPACES,PIPING FROM WATER TO BE INSULATED. n W .. ...... .. .. :: :: - _ _ 1 :....:.. ::...�::.:.,, narrrnrr;cavTties s{iall befilled,Iiy insuCatgi'ttiat �n Acanbnuous:ale:bamer.shalibe;?nstalledihthe,bullding,.enyelope - :'..::.':, ... . .. .... ... .. arrtivwT.cavlttes HEATER TO DIST MANIFOLD, r.-. etmeabTe lnsufat►on sE�allnoi,be used:as:a on.iitstallaGon�eadiE coniorn►s:ao the avai{stale /G 0 ontams a coMlnuous.:alr:bamer.. :.: ::.....p,.::.:'. ::..._.: Y. y /, C? - General r ulrements-: e,exienoc;thernml;enyp pe c,,,,,,,,,, ,,,,, ,• . . .. : , ...... ....... ........e9.................... ,:....... ...... ................. seal?ng;matenal: cavifij'°space_: PI NG IN RECIRC SUPPLY/ :..... . PIPI Breaks:Qr::lamts;ln,ihealrh mer:s allbesea{ed.. :. .. RETURN PRovroEeLoaaNGnrsruocAvrtvAT ::..,:... :::;:::<:.::,_:.:..° AIc'sea[frigatialttae pr ti0ed betWd'en.thejarage and:..: NSYSTEMS TUBATEXTEwoRwALL In lx" a tiro ed.ce?lrng! nY... . PP sofT?tshaA,be;aligneif, vithaTle :::.."..:'.: ...::.::_:..:::.,:.:..":. ;....>....:,.:": Garage_separatlon..::' AROFtBQS O�P� INTERIOR . . .. 1H CEMFNTBOAIRD msulafion.anci an a s:In.the atr bamer.:shatl 6e.seated:, The.�nsuldtrorr;nt:any.dro ed:peilmglsoffit.sha[G•: coiliiifibtied;spaces' :. ... n , treilingldttJc. t o d on d: ...6e:ati nsdwrtft t[ie:ale.fiarrTer' :: : -.".._..... Ptecessed.Elghtfixtures.m$falled:)n>1he building Recessed llghtfix�ures Installed.m.the.ktuildl g Access o Brim s,drn .downstarrs nr knee:wa➢doors o uric n Ill. e g .,...:.:....:..:.'.......:.:.:... . e I htln attic�spaces shaR.I�e.sealed:;. ...:: : :'::,'..••-.....,::. :tfiermalenvelo aShall:Eie sealedtotFre°tfr'ysrtTall., tlHenna);envelopeshallbealilightarid'iC:Fa2ed.. INSULATED EXTERIOR STUD WALL Cavities.v,.)thin comers€,::.:.:•,:,faeailer '.of frame: . Eatf insulation sfrall:be:euf neatly to fit around: CONTIHUOUSBEPD :::. : . ::. , :: ' :: ::':::: ul ed com tete) :flllln the: wiring_and.'pluriibing Tri Qztgrtoc walls;:gr,: :. ......; ......., ... ra11s shalTkae.ln..s ..at.. .by. oRSEALANr The uochort ofthefaundatHon and SHIT plateshall besealed:::.: f. ......... ............ .: Thi a tnaienathavtn >a Ihermal:ceslstance Plumbing d;winng_ it sulaiiiirittlat:on lnstal{ahori readlEjr portforms.tn.. cay¢y vr+:...:.....• ... . . ". :.•.::.::•. Tlye,_ . ..tion of ttie tii : lafe:and the:top:'of;extenor DATE: avaifah T .. .. ....... .... P P . r'inch mtruriturri;`: ::::,:- . : : .... ..... Ee s aceshall extentT behind I In and �---EXPANDING FOAM .E Wa(IS.S}.'t l)be_sealed,.__•_ :.. .?.1=XtetiO[ltierrrlaCBnlfeTppe.gIsp atl0n;�,ar.framed::., ':.Wlnng' .. .. C Knee;walls shall Hie seated;. - E ............................ ..... ..... .vialls;s(?a1[OZe;insia➢ :Tri slYfzstantiaE contaet;and:: :..: : The ir;ti�crier.msfaEled at Bader or:walis'adjaeent f©: wooD FRAM :.. ::: .w,alls.ad acent:ta sho.Wers:anr{:tdbs shall C FLOORASSEMBLY ttinfiri ous°Ili nnient w�th:the alr:bamet:. Showerltuta:on a 1t 4I:Ir.Wall sE?dITi's andltiYkis.shWI: g ... .to fFiemfrcim,•4... :.;1=xfeiiar.. !.. . . LADDER BL.00IDNG L, �} AS REQUIRED .. ........... ..... ... ... .... ... .. ............... .. .... ... .. ''... :: .. .... '.be:tnsulatetf: . C : :. .::• .•. ....: shd iers`and:tii'Cis_.:.. c 1/10/2019 Wndaws slcylighls ariir esspace by AIrgen+nnndowldoorjarrLbs n ;frarTung; INSULATED INTERIortwaLL doors::: :.. .. ... and€skpllgE?ts.and:lrammg shaEl be sedled_. Theairbamei°shall beinstalfed behind electrical.or. ::i CTectricaUpforse boxon Riin.joisfs Rrrr:}olsts shaft lncl,ude'the:alr:;bamer;:. Rtm)olsts shat(be::rnsutatad .:.:' canununicatiHiri biixes:pr,air:sea{ed boi�es'shal[be`: ......... . •.- .. ....•.. ... .. .... Installed:...: : ' :.: ..:::. :. ..:... . :`.Fliivcrarnicrg cavity;irisulation shalETie installed. . c boots:ihat enetrate bgffdh [herrn to:macntaln pnnanert; ontaFt)rn# alee.underslde I11IAG:r istet6o asi t!/1?�G;reglstP...,,... p.;.:';... .. _ 9":::::•:. -: " eg..............P... " : : nveto e:s beseaTed to-the subhoor.:or d alb.": ::al sub ddi,-deciang.ar toot framtn9£s?+ Y:::_' e P ITA+ T CORNER VERTICAL CHASE :: ::: : ::::.:: : ::: :: : : ' SHEATHING//SECTION AIR SEALING A :••. -' " InsuJatrnnaYralt be.' I#ted;ta°be rn;contactifr h When�equiied€ta:besealed;:conGeaEed.frre:"sprin[�ers AIR SEALING BEHIND TUB WITH THIN-PROFILE SH i •.FloorsncTudmg above - PC?I? T a6rtramershall be installed starry exposed edge the,#op side of stiealhing:oncontinuous::• :. :...:: '• :.:.- • :shalt only be_sea(ed in'a.manner[fiat is rtomme hied'. garage anti.. ::::...:::.':..':• :..: .. .. ..... .. . Ie d: o0 :€of insu{aticin insulation cam Ci3ncealed spnn[ders', ii}r the giianiciTirer:Caulking:`trtit[ierafieaive .................... .:.. ..:........ .......:....: ....... ...... irista[leci aritlie uiiiieisisfe raffloarfiaand:: :: sealants stiallnot:E�e used[©fill aotds he[vueen fire extends'from'3he:bot[otn:to ttie'tAgQf all_- ;:sprintder°c6ver:j�TaYes artd.jrualls`o'rcellings5:':..' :.: 2C0 :: 11366meter'fioor:fraining;,,memtSers_ 110'-91/4" 44r..:..•;m;_ _:_:., ,- ,:,-.. 25-5 314" 171-8 9 5 31-0" 22-6 1/2 _c�._ :.`..,�;;•����� �` ��' <;�`T�-N r - ` 6112" ;t. . d „ 6112 -= ;.r {: '::: ,:> ' 9'-11 3/4" 9'-11 1/2" 9'-11 3/411 " ? - " .�' ` :,`!` ON GRADE DECK: — — — — _._•.�. •— ,'.. — —- i'•YIw - ( 1/2"X12"COLUMN A 3 " N �F PATI EDGE 2X6 PT DECK J 1b OG ORT ANCHOR BOLTS r1RDERS -r- D SIGN P i L OE - - - - - - - - - - - - - - - - - - - - - - N2 FROMF6NDATION 22X6 PT LU GI m O : 1 _ I20 N O E'AN AVE' 5 5 3 2 /4 MASON 5 is �1+ �i'• ,i'• ••Y WALL N T\O DJU T IN ABU44Z P05T `/. I n IN ILD R ANY RICK BASES WI J - .- - FIE FOR B ASE TH 3`412 TITAN HD 13AYPORT, NY 11705 - - - - - - - - - - - - - - - - - - - - - 16'-4 - m •`•�. :-.• :,.:�, :. :.:�•,.:� .•.•:•:..'•:.: •,�:- ��.::: -.-I.:...: _ '•„�:.'��' �� � :k?; EER AT BOLTS 6X16 G5 631-419-6158 R STONE VEN INTO 1 X11 GFT .t:: - - - - - - - - - - - - - - - - - - - - - - - ( I ( I� II: I I I �I FOUNDATION JDJINC@OPTONLINENET 10' I '•�.- 1 � I :.'•'.: I - I '�:: I II�<.:. I PIN FOOTING AND NEW I `' ENGINttR Off' tY EX BMT WDW I;. !x I z I I -r m I I I - - - - FOUND WALL TO _ Z: I I II RtQO1zv: a "'a`, EXIST FOUND WALL WITH �• BOLT LEDGER FLUS (2)2X6 NGINEERS _ - - #5 REBAR 12'00 PERT- _ NATIO :LAD AP�OVE o Q z I z I ; I TO FOUND 4 AT EN R - - 'r DO NOT EXCAVATE z� I I I z I • . ,I Y i 2?�gQ FT a O 210�Q FT I STEP` \- / \ \ TO CELLAR DEPTH w `� ea i P.Q. >L I '= I FOOTING �/ ,� ,; / I \ PORCH CLAD ADOVE I I I ( b'-0" b'-0" VETERAN-5 1383 V STEP I I I i I 324 ELFT v 11 MEMORIAL Hwy F FOOTING 314" REMOVE WINDOW AND _�UlTe 45 : I - - - - - - - - - I - - - - - - - I I I L - - - - - - - -FILL- - - - - - - I I ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - ( ( I = K.r; I :;�1) _ I-jAUPPAUGEI NY 11788 :1.�.�:•' :s. ---- - - - - - - - - - - - - - - - - I I W 631 6 - L I in 9 9 8535 - - - - - - - (I I I I I EXISTING WELL WH f I I I I (631) 969-85(8 ()= ) I I I o I I I "HITS" F REMOVE DOOR o AIL-JOIST AJ520-FIRE RATED HITS I PUMP-NO CHANGE d I M I I 11 7/8"D Q 16"OG 1 11 AND TRIM OPENING I DRAIN I I EX15T I-I I- - - - q 12no/17: >' 1 I I I I I I I I BOILER I — - ISSUED FOR BUDGET TO WELL INSUL I I I 1 DOOR I I I I- - -1 I I I I I •- REMOVE CELLAR 7111118: ; UNIT I I ENTRANCE HERE~ - -1 4-I ;;..; I 11'-4" 17'-9" i 9'-8 1127 I_ Ir IG' 04 KI � � PREFILE REVIEW 4'-0" 23-1 I OWNER OPTION TO I EXISTING MANIFOLDII I 1_1■ BATH I Snol18: _ _ _I REMOVE THI5 WINDOW I ( FRAMING I I I r I-II I ARRAY-ROOM PROVIDED I I I I WALKTHROUGH UPDATE AND FILL OPENING ABOVE n I I I �-- - -i-11 ( I FOR F-XPAN51ON i ) I I I N `.. XII I �- - -1 4 ( I I I I I I m I I ISSUED FOR PERMIT I I f XTFNDIrD CELLAR I I •• I 5n9 5Q r r I L- - -I ����T�F I I---AQ I I ( I I FRAME KNEE WALL -I II 1438 SQ FT TO SLAB TO SUPPORT — _ I I I -} - - - - - - - - - -EXISTING STEEL GIRDER- - I - - - _ _ - _ - - _ _ - - - - - - - - - - - - - - - - - - - - - - - FRAMING-USE PT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 10 C - - - - - - - - - - - - - - - - - - - - - - - - - PLATE AT SLAB j1- I I I SEE P05T/60L I L �: •:•'- I I I 1 1 DETAIL Lam- - I I UP .''ti• I I I �. I-)I I NEW COL AND I I LAD I I I I cv it I I FOOTING AT THIS LOCATION ;;•• 5'-101/4" 1 17-2 314" I I I THIS POST IS (SARA r '7 I I I I EXISTING UNDER 57o_�Q Ffr �+ F I I I I NEW SUPPLY I I I I I so co POINT LOAD ABOVE I I I ( I I I ■■nn in 4'-8"IcaI I I I I I I I I V REPLACE EXISTING SUPPLY EXISTING SUPPLY DUCT v :..r;•-"••, :. :�:•,.'� . ' � I� I NO CHANGE DUCT THIS LENGTH A-a I i - - 14'-9314° 8, 7".-1/411 - -T- - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - -I- - - - - - - - - - - - - - - - - - - - - - - --I I I I I I I I O iU STEPw Lf �' Y - - - - - - - - r - - - - - - - - - - -(- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ..� ~ — — — — — — — — — — — — — — — — ' , I D OUSTING LVL GIRDFJ� I I I I I • FOOTING I I N I tu I I I I. I EXI5TIN6 I -� I Z Z ( Q u- I I I I HVAC PORCH Kr LL FOUND I - - - - _ - - - I I ( O O Z O tn > o O �_ 1874 OFFSET A5 F l 1 O N •:: I I 2 e = I I I SHOWN Tc)SUPPORT EXISTING ELECTRICAL to IT COLUMN PIERS PANELS-NO CHANGE I I (- - - J L- - - - - - - - -- - - - - - - � I �' 4axgQFT wv I - - - - - - - - - - V J 11 14'-93/4" . o - -' -L - - - - - - - - - - - - - I I- - - - - - - - - - -1 a� I - I - - - - - - l 4!-b"-L" _ - - - - - - - - - - - - - Q r� UA I :'sea :�.A: a - - - - - - - / 11.►-1 Q 1 1511 I PORCH �1_AP� A60Vt \ FORM AND POUR I II ty v I J I N r �n I 'i I 1(14 5Q FT EXTENDED WALL / I �' -�j �:; �- 'Y ''ti f' i` '•r I j, r I •'• I ,-��. I \ \ AT COLUMN LOGATION� / + O - - - - Lam+ I I C4 V / — — — — — i :;- ° i i• �-- — — —� / ;: / I FOUNDRTION Pl.f'tiN 1�- A-3 \ /• / 101-10112" '.'4'-2 3/4" 7'-11 1/4" 5'-8112" A-3 In Lu CONFIRM ALIGNMENT OF FOUND WITH FRAMING Lu ABOVE-PLUMB DOWN FROM Q Q B EXISTING HEADER — Lu A-3 � O 1 b'-1 3/4° 5'-0 3/4" 7'-1 1/4' 19'-31/2" 4'-2 3/4" 8'-71/4" b'-21/2" 4'-61/2' 110'-91/4" Z-73 �Q FINISH FLOOR AS PER 6G/OWNER CA 6520 COIL STRAP -914'T&G SUBFLOOR LnO ., WRAP UNDER PLATE,TURN .!<,'-o':�.'",•: „> :'t. ;#�f,'"`- �.}. r:p;;. ,r ^'i'6:" 6 , - ",7 +d'+4+u�'. 'r�s%�'si .1r n .,�8_''7• - ti- 'ca.. ..d.: ''S'.a,r:r,,- is til" ;r1i .AM a'�s' f^�.-, .. :,.4�,,ir .d$,ln- -- U I ID HILT P t 'r•s ,,. 7 : , ,i - P N5 EANDN O LATE ' r f y. - - _ �;'.,ttp, 'tet.'. aa.z - t — t}�, �.'�.=- ,.. AIN SUBF :... yid.,. - FIN TOP D REF 0 }� R EL:0 -ten•' I 5T LOO �� :f., �,1. j� s'i'r, FIN 1 F `�`= r. rML4 j*,� �r' •'��, � MIN 4" MAX U..� .,n, -�--- _:�•• FIRE RATED a 1n" •, 'd ,ti�' Ira'_.�: , .:>'w- `.na.,:S:. ��J� -,.l.a 'h,.p �'I._a� _ __ - ',,,::•,r :,,. h - Nm rtau w°, •te ,�'�.._,�9��t�:lE- ��.,, I-.1015TWITHR30 +Z -c5,�:n i�,,Mn�xin,J�•<•.,i.'�:r,.1 IrG� - ..--'l.:-,.��,r� __ ...J _ i ,e+ awe• - ,A F.rF atm _,k -.�. - -- is IN ..n•; � -- M NSULATION i'- : , DO 5 FLOOR TS c"rWv nd<_k - ry�''P^�-r e:•_ �.'� .,�I.�`mss• 2 2X6 PT PLATE TE -,��', ir• xr,: `,i"' „m.�,.,.��_�€.t,;::d;a�'� �, �� v t� __k_ �4 �:` I I P 5 F-ADHERING MEMBRANE �;ptYc',`":n�;d. r a@. _3,., - -�r^.i-.,�[:',f'..rc P_.,.+._ .-,.r _ FNSH TO A5 F1. ':dP�,t� .iC rt�': uv�.1".9� '¢4'S�`�:•.:��.:�`�:+�r,.�._,r.<_�2 r_'�i „ ,.1�,z,.. ��f'_ - -_�.a�-::=r.. r - - -r,.:,._-:-:,.., A5 5PEGIFI D E GOPP ;.�,.'n) ,rho,:, r it WITH ERTEX s u:;�:ndv'{via:'�iltio'>-<',i1�34z;.'�v,4^..'�,:�s =s�i8:.�aG:'E.�s�ad:.W.'c7»ti°�-�,'•L...L;."titlE.u.�':tC' ilf,4L�L7�J� PER GGIOWNER AT ALL LOCATIONS WHERE G 5EALER/FLASHIN6 INT T.O.W. EL. 131/4 CONCRETE MEETS SHEATHING- HEAVERAS AS PER TABLE R404.1.2(3)' z .: PROVIDE EXPANSION JO MONOLITHIC AT SLAB/STONE EDGE oor.SNeaitiin A POUR PER PLAN 8'NOMINAL FLAT CONC MALLS I #6 REBAR n \:,:: ........................ 9 WALL HEIGHT u ,• NT-3'GVR �i Y """"""""""""""'' +' "' s' n 314"A36BOLTS 51MP50N5II51/4Xk I ' D TOP ly ... -d= -.;... :?^: ...................: r — —I— c" 5.25"X W X 114"STEEL PLATE 1 v b'11"GEILI L�E .................................= .y, }.�.:i,Y,<. <; AS SHOWN-MIN BOLTS INTO HEADER #6 REBAR(cy36'OG RE U RED (2)ROWS#5 REBAR �' �. ..... p...................................................:.':'.:, _::......::..:::.:::::: •'.':-;. �;.........................<:iy '.ug, .: ..�..< `�,,$'.SZ.�°.:'.< e.,: ':.x.; GLEA ITO MIN2 COVER , 3 :- '.. •... >fr:.i 5T 1 112' 2 HOLES TO SUPPORT 5175 G OREWS RDI AN UR HEIGHT AS NOTED G fl 24x24x12"P .> <g.: .:e,?r..;•,.� .,. r:<rs�; �,ix -- -- ---- ---------- N � et3.1: •a -=7====--�8==�--- -- -- --- FOOTING A5F'cRR403.1.b: ^,.�. • x`: r... _ .. � •- #;.'•5:�, 31n'DIASGH40 I-I�I=1�i- ' - N � , :., ..,,r .e:: ..,.: , , v ln"ANGHOR BOLTS MAX CeramTcFlber.:Boacd C . - ;> x4� 5 GO MN (..I` — — — x. 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I. ■ ■ I j ■MMMMM� -IMM �MMi- -AMM■IMM MMMMMMMMMMMMMMMMMMMMMMMM.MMMT ME 11019IMMMMMMMMMMN_ d ■MML� ® M �MMMwMMMMMl■wMMMMMMMMMMMMM.MMMMMMMMMMMMww■ IMMUNE- ®M -_ 1 (; ■ I III, ■MMM■ .■M/ ' . '�wwwMMww■Iww MMMMMMwwMMMMMMwwMMMMMw■�1 ■_� ��- I I ■ ■ I I' -- �_" ��MMMMM■IMM MMMMMMMMMMMMMMMMMMMMMEN i ■ Aga! •• -.- -.. ®- IMMMMI MMMMMMI■MMMMMMMMMwMMM MMMMMMMMMMMMM - ItF�� ® . _ , � �� I , I ■ i ■ I 1'� ■MMM■ •• ` �MMMM■IMI--------7MMM�MMMMMMMMMMMMMMMM\♦ ®� MONSOON ----- 6 =MIS so _ O f.wr I I-�--------------------•---------�.m'a N .O mRm nf.Am6C ;- IwMM ®ilk —=�_--�--_-=—��''��_________________ ��MMwMMMMMMMMMMwMMMMMMMMMwMMMMMwMMwMMM♦ �r ■wMII■ ®! _ _---- ----_3_i_i�----------------- ..== =—====--=—=-+ �=�= �wwcil - .. Gri■i■�Mir■iM■f iiiii■�MiTi■'iMCiiM�■i■i�'� ■MMMMII►11 ___________________—= __ ;�� 1 k ,I.• fti ��.. j'_'/.-:��•��':� Vii', =a,.; Ar -,50UTHPORT . DESIGN 120 NO OQ AN AVt 10 : 12 10 : 12 10 : 12 10 : 12 DAYPORT, NY 11705 63h419-6158 10 : 12 10 - 11, �O .)2 3DJINCea OPTONLINENET 10 : 12 10 : 12 ENGINE'r:R Off' - - - - - - - - - - - — - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - REt;ORD: - - - - - - - - - - - - - - - - - - - - - - - — — - - - - - - - - - - - - - - - - - - - - - ---- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R 8� W ENGINEERS P.Q. 1383 VETERANS MEMORIAL JJWY f�CIS EXIS EXIS 10 : 12 EwS �UITE 45 10 : 12 b(ECR 10 : 12 1 D : 12 I IAUPPAUGE NY 11788 4 10 : 12 10 : 12 �631� 969-8535 10 : 12 'TERM STONE (631 969-8518 (PAx) - - - - - - 6 : 12 _6 : 12 - - - - - - - - - - - - - - - - - - - 10 : 12 ---- - - - AT SOFFIT -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ _- -_ —_ -_ 1212oN7: ISSUED FOR BUDGET 7!11!18: SCREEN PREFILE REVIEW 8/20/18: M IT 71 WALKTHROUGH UPDATE rY�1T24111/11"t2452-2 DH NVTR4N5771 075MU DH NUTRANS - - 4111/TI"12452- SCREEN SCREEN _ EN-THROUGH PREFAB Li FIREPLACE uNIT W17H ISSUED FOR PERMIT LL DNE TRIM 5URROUNVS SCR DR 'ONE VENEER FRAMED Bobo obo L-NOT IN THERMALLY - ITED ROOMS-EX MPT D 0 0 0 U 100 JERGY CALCULATIONS — I {VENTI NTI — r------ - 1�= F _J --'-' - � ' I I l l I I I I I I �—►_—j Tr j I I z I I 1 I I I I I I I I I I —_JJ I I I I �— SOLAR READY ROOF NOTES: I I I I I I I I ( I I --) r I I I I I t� I I I I I _J I I ---� -Z X —1---� IJ - IN COMPLIANCE WITH IRCAPF'ENDIX"U"THIS DWELLING HAS BEEN ------------- ------------ �---1-r--4-- Q W -r I DESIGNED TO ACCEPT THE FUTURE INSTALLATION OFASOLAR —1—j--_—_— —1----, I----1---� SYSTEM BASED ON THE FOLLOWING CRITERIA: -----� _ I"'- O LU 1.A minimum solar ready zone of 300 sf of roof area is required-refer to roof plan for available Q roof area. Q .Z Z 2.Solar Installations shall comply with R324 or its successor. HVAC SCOPE OF WORK: 3.Refer to elevations for routing(U103.6)and reserve space for service panel(U703.7) I V — 4.THE BUILDER/GC shall post a permanent certificate(near the electrical distribution panel, MECHANICAL: All Weather Temperature Control, Inc. will supply and install the following High Efficiency v ~ 17- water heater,or other conspicuous location)indicating the Solar Ready Zone along with the Air' and ler tn -J Split Central Air Conditioning & Heating Systems modifications for the newly renovated LU other requirements of Appendix"U". LU 5.The roof design shall provide forroofing material that can accommodate the installation of a ng rYr.•: project at the above location. A 1.ALL MECHANICAL WORK SHALL BE IN COMPLIANCE WITH Zone No.1 Master Bedroom Suite NSULFLEXIBLE v �— photovoltaicsystem. 6.Roof obstructions such as chimneys,HVAC equipment,vents,fans and pipes shall be placed Mastic CHAPTER V OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. DUCT MIN R One (1) Lennox M# 14ACXS-024 2.0-ton 410A refrigerant condensing unit 16.0 SEER PRE-MANUF TIE AT INNER W DIFFUSER BOX LINER Q as close as practical to the ridge or gutter,and at the northern pertion of the building so that 2.ALL WORK SHALL BE PERFORMED BY A LICENSED 13 EER DUCT MASTIC p/ Mastic SEAL INNER SPECIFIED INSULATION shadows from the obstructions will not be cast over the future photovoltaic system. mastic PROFESSIONAL CERTIFIED TO WORK IN THE TOWN/ One (1) Lennox M# CBX27U H-024 2.0-ton 410A matching horizontal air handler LINER MUST EXTEND FULLY MUNICIPALI­FY OF THE PROJECT. IT IS THE Cleaner SAT TO ALL SURFACE • THE CONTRACTOR TO SUPPLYA NUN UNDERWRITERS CERTIFICATE LATE One 1 Lennox M# HC 11 MERV 11 Hi h Efficiency Media A CI PENETRAT1oN High it ROOF ALL ROOF TO BE MIN 50 YE4RASPH/FG ROOF C011cir'wgth;Mt qp; FO LL WORK PERFORME URING THIS PROJECT. One 1 Cope be aluminum fin ho water coil with aqua stat OUTER rI ;_., SHINGLE OVER FELT UNDERLAYMENT-ALL .. .�. •` °: ':' .. .' � 11ftpSttG:Otl tC71Ce=Olf One (1) Honeywell M#6000 Serres programmable thermostat RA D D FLASHING AND ACCESSORY DETAILS AS PER mastic'. LINER CHOSEN MANUFACTURER. nor 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE Zone No.2 Main Level ALL RIDGE VENT TO BE SHINGLE VENT 11 STYLE + MANNER OBSERVING ALL PROPER PRACTICE AND CODE �� ::.- One 1 Lennox M# 14ACXS-048 4.0-ton 410A refrigerant condensin unit 16.0 SEER ALL SOFFITS 1.0 BE CERTAINTEED INVISIVENT OR £„ REQUIREMENTS. IF UNSAFE CONDITIONS OR CONNECTIONS ( ) g W SET FLANGE OF DIFFUSER VENTED BEADED VINYL AS PER GC °:t . ' "' :;.;f ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE 13 EER U2"MIN DRYYVALL BOX IN SEALANT OR USE � O CEILING MESH/MASTIG ICE AND WATER SHIELD REQUIRED UNDER ALL HIPS, OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK One (1) Honeywell M# 6000 series programmable thermostat EAI ANr Z >-- VALLEYS,RIDGES AND EAVES AS PER CODE j\IystjC Ira sa~t1I,. BEING PERFORMED. PROVIDE ROOF RETURNS WHERE SHOWN FRAMED ri+igerant.and (Relocated to rear of garage) DIFFUSER LU FROM 2X6 RAT=TERS 16"OC SET TO 2X8 LEDGERS W/ DUCT THROUGH CEILING SLOPED HANGERS AND 2X4 STRUTS condensate line : e 4. ER, GC AND MECHANICAL CONTRACTOR SHALL Zone No.3 2nd floor Bedrooms _Q .... OWN NG Q R rr>iOVC6l�:1006` MAKE ALL FINAL INSTALLATION DECISIONS. THIS PLAN One (1) Lennox M# 14ACXS-024 2.0-ton 410A refrigerant condensing unit 16.0 SEER � ,J FASCIASAND TRIM EAVE FASCIAS SHALL BE 1X8 BORAL S FOR REFERENCE ONLY._. RE Y GABLE FASCUO SHALL BE 1X8 BORAL WITH 1X2 I FE N E 13 EER LU S One (1 Honeywell M# 6000 series programmable thermostat SHADOW TRIM OF SAME �_-_._ � `'F•� ( ) Yw P 9 FRIEZE TRIM TO BE 1X BORAL BUILT OVER 3/4" `lL- - - (Relocated to rear of garage) F Z M BACKER WHERE REQUIRED TO TUCK SIDING. ? �`..i~ .i] __f IN LOCATIONS WHERE WINDOW HEAD IS ALIGNED ' " "' i Zone No.4 2nd Recreation room over garage < # .�1 :t7,,. �.,�r:aF,l � �`a al SEALANT Z O WITH FRIEZETRIM USE CARE TO ALIGN WITH MIN 6" q� s = ; i r^t ' : One 1 Lennox M# MLA018S4S - 18,000btu HP Ductless CondensingUnit 18.5 SEER DIFFUSER SET LANGEOFDIFFUSE ^, (� FRIEZE TRIMS-ADJUST RO HEIGHTAS REQUIRED. I; =` f ii'fix„ ° . ( ) BoxiN SEALANT OR USE • \ I. z5 .. t� One (1) Lennox M# MWMA018S4 -18 000btu Wall mounted Air Handler PRE-MANUF4X10 Q ALL WINDOW TRIM AS DIRECTED BY GC -'3 " = ?�I' '4r gyp_ "y �.•�t+,'- =�{, fY '' � DIFFUSER BOX ME5H/MA5TIG �:= W,.;•�. � � One Lennox Programmable Thermostat � i (1) o rIn GUTTERS ALL EAVES SHALL RECEIVE MIN 5"K-STYLE _. astic. ALUMINUM GLITTERS WITH LEADERS TO GRADE. °filter'rack W REFRIGERANT PIPING: MIN Rb INSULATION —MUST EXTEND FULLY Z FLASHING ALL WALL TO ROOF INTERSECTIONS SHALL RECEIVE p Install new properly Sized 410A refrigerant piping complete with armaflex pipe insulation TOALL5URFACE5AT APRON FLASHING OVER MIN I2-SELF-ADHERING Fle DU;ct PENETWIONAND and decorative cover. Master BR condensingunit will be installed on side and of master AROUND ALL FITTINGS O MEMBRANE Y PRE-MANUF TRANSITION ALL SLOPED ROOF TO WALL INTERSECTIONS SHALL suite and ductless condensingunit will be installed in rear of garage. The new DOLLAR-SEAL ALL 9 9 JOINTS IMT14 MASTIC- GUTTING OF FLOOR RECEIVE STEP FLASHING OVER MIN 18"ICE AND tJ ,wid6 sirapsf o support flexduct.: REFER TO DETAIL THIS PAGE STRUCTURE 15 NOT WATER SHIELD s •'.' • : '•: condensing units for 1st and 2nd floor will be extended and installed in rear of garage PERMITTED ®� �E�/ s acecl.+at:5:faot::mtervals on condenser ads. Page 2 of 3 35 Court Street Copiague, DUGTTHROUGHFLOOR LEE YO `P . . :..: . .•::•. . . .. '``',.,�„� ., . P 9Y 11726 Suffolk (631) � SIDING ALL SIDING IS TO BE SELECTED BY GC/OWNER.BASIS �trdo Jhher.liner and N OF DESIGN A�>SUMES HARDIE CEMENT SIDING. - �' � 842-8777 Nassau (516).783-9700 Fax (631) 842-8970 � �� {��� ALL FINAL COLOR CHOICES BY GC/OWNER ..:Outer.Insulotiofl �4 C3 .:• r- U CL ■ M 5 W ,. _, •:.. DUCTWORK aster R Suite PEGIFIEDIN5ULATION ' MISC FOR BUDGETING PURPOSED PROVIDE NO LESS "-y;. 4r, Galvanized sheet metal Supply and return duct work will be fabricated and installed ENCLOSE D�T SPACE TO------I THAN TWO MASONRY STEPS TO GRADE,MIN 60 WIDTH,AT EACH EXTERIOR PORCH. := ;. extending across the basement ceiling to deliver the conditioned air through evenly `�®,� 8062 �4� PORCHES ALL PORCH COLUMNS TO BE HOLLOW STRUCTURAL. =k l throughout floor registers complete with air volume dampers. The supply and return l FIBERGLASS{;IE HB8�G OR EQUIV)AND REQUIRE THE plenums will be internal) lined for sound proofing purposes.All new supply ductwork USE OF UPLIFT RODS AS PER DETAILS. will be insulated externally. One new Hi/Low central return will be installed for the master ALL PORCH CEILINGS SHALL BE BORAL 1X6 ECB, L SPA N Run;lines strai lit: PAINTED MCI I twlClSttc''before' :, GIRDER OR FRA IM NG MIN Rb ■ BR suite ALL PORCHES ARE 4"SLAB CONCRETE BASE OVER �?OOf:Seams'° t�ttQClling•fleX using n'mal.el�ows at DUCTWORK: l st floor FOR Rb IN5ULATION INSULATION DATE■ COMPACTED FILL WITH STONE OR PAVER TOP AS l36nds`ond COfnerS ( } ( ) ( ) ry ( } P rY• PP Y _. 2X9 FRAMING UC CHOSEN BY CIWNER.FINISHED TOP SHALL BE 6" We will relocate 4 supplyoutlets in LR, 2 toe kick in Kitchen and add 1 supply.Into BELOW ADJACENT FLOOR BOXED 'clever. punt#ure.tnner new added Libra and 1 outlet each for Powder and ant Su I and install all ARouNDDucrwlTH 1/10/2019 .liner.If:re air is needed supply and return air rills needed. OPPOSITE PROVIDINCO DITION5—� FINIE FRAMING ASR FINISH PLYYVD WINDOWS AND DOORS ALL WINDOWS SHALL BE ANDERSEN 400 SERIES LOW :; p '. ' PP Y g E-FOR BUDGETING PURPOSES PROVIDE INTERIOR Instlall d GC}l)plln .and: DUCTWORK: 2nd floor wlTHouTAGIRDER Tyr MAIN DUCT INSULATION AT REMOVEABLE GRILLS,SCREENS,AND STANDARD SeGdl, pt'6perlY: G�'4R SHOWN ON AS PILAN5 ■ FOLDING HARDWARE. THIS PROJECT IS LOCATED IN We will add new supply Outlet for new added bathroom In recreation room. We will STRAPPED TO FLOOR SHEET. THE WINDBORNE DEBRIS REGION AND WILL REQUIRE complete the exhaust fan Installation. Supply and install all supply and return air grills STRUCTURE EITHER IMPACT RESISTANT GLAZING OR ALTERNATE PLYWOOD/STORM SHUTTERS AS PERMITTED BY needed. CODE ALL ENTRY DOORS ARE TO BE CHOSEN BY OWNER. A-1 ti �} I i4BL7=R6Q2 3REQUIREMENTS 0R,-i"W00 ID:- UCTUIRAL::PANEI;:111FALLtSH1=AT3i1I±iG`tJ:SED TQ RESi.ST:W1liiDPRES;aURES-; / ''°=�°���>:..,• :' ' '�•' u" '' ' 'UL nMA=rE b _ �::.. .:....:. ... ...,,..:-,... •--_y�1f``.�,�f�`; ,, M MtNiMUMJAfO.t7D'fIONJINA`:`Mlt"xllVltlM.WAEE N;.EL'=NAILSPACiNG WIND ST?EED_Ir t pehexrathan::. 'CHIC. :..,,..... n -..:f'ANEL`SEgy ''} KNELSSi51U SrfiP LING €€i;Ftlgg K ;Field ... Wiideixposuie}'categ ry SOUTHPORT ,_, _ ,,.... ,. .,a .::. P, orches ttrl+�hesy ; (inc}ies',ii_c;j(n'c�es.acj. DESIGN sa.eoteitaon:f :� . (2;0::;�-ii'�t13� ::1T �r�,�� �r�:• �;, y' 1aI 120 NO O f:AN AV<:_ `" -- 5 F2. a:_ €T- .... _ •��& 2 _4; :Ali;? y1o" ,....'.. '. YPORT, NY If705 BRACED WALL DATA: ,8d_r:�otnmoii *>- �;��- • ,,�•. ( 5 3c D 1.3 ...::..: :75i,.::..a:.:....:.: 24136:.1 .9a 24;°.............. fi...... 12:.....-.._:...?140:=...:;.: - ............ 631 419 6158 BRACING THIS SIDE WIND SPEED: <140 MPH - . Fo��l��'�io, �5�a�t�ii� 1itii(e:per;tiou[ i4��47,Tii1s_�: JDJINC�OPTONLINENET ¢ CS-WSP m SEISMIC: B .a PageC stieia" alas' arallsfoP a ndicilartn. ii orts< hfee" od;sheath)n iWith st d` al d' or an"'6ryncfi s:o 'c �ifer.'s'ail be 9t?! F F. PF. . ;P�'rPh!wo. g u, .. s e;ttl.,.•t..T -s: R. e_ �,. J -I MEAN ROOF HT: 27 FEET r `"tieif';w'",,.a'e['sfr.'ei 1W*is`- ridiculartosu` •,:.. .._<< .:.4n.: •.,;:_.,...•,_,r.�.. . :_ -, . :_,..... _,. .:.. ...... : .�. _ .: ' .I!- s ` ENGINEE=R Of METHOD. CS WSP UNLESS INDICATED - - �j kbtTabig is basedon;wigd.pressuies acting4Wand and av�ay_ffom_Uuff�fng[stif>acs&an:a�cprdance'±rftth>SeT ttoii'; 3'012'+t at'etaE Tiiacuig'�"`` "° " �5tial[beiri ac4ordapce W►lh°S+?ctloq 8602 70 : ... e A C0 BWLA B SPACING. 23-9 R RP 00 CS-PF WHERE SHOWN I ' • GB WHERE SHOWNiNlSod,strpcfural;partelSSVifii: panratin s,of,Wau=l;6ofWr�il24sJiaft,pepe'itt�dEasan;,alternate°to-':5nelvyitfi`a2glQ`s'anratfn`; rioitsidfn %; P .P. , 9 PiYw,--,, 9. R REQUIRED CWS. 6- rdtecS46.af-or24p;c-shalPDe;:. rmlTtedias;�naitema[etopanelsugdti'-a2ttHfs:,nratlri";.1Nallsande'tvoodldin".16.ut_shalflietised.iviili GINEE PROVIDED CWS: >11' WALL TYPE"CS-PF": .., . ..Pa .: s .._- >,;... :..^ .. .z.•1�,.._,_. ,.... ... .,,... R Qr �1tI.EN Rg studss�aCed not RtUritfafl 1&tnches'lir;center "' ' 23'-111: REFER TO FRAMING DETAILS THIS PAGE (383 VETERANS MIN 1/2"INTERIOR GYP WALL BOARD 6'-21/2" ' 12'-5"- 3'-1 1/2" FASTENED WITH 1 1/4"SCREWS MEMORIAL HWY cOr �'�O -F• -t- � ^ � � 45UITE - - - GO WALL TYPE"CS-CWS": ® ADJUSTMENT FACTORS AS PER TABLE R602.10.3(2) �AUPPAUGE, NY 11788 ADJUSTMENTS NOT APPLIED AS THEY DO NOT AFFECT.OUTCOME OF ANALYSIS MINIMUM 3/8"SHEATHING SPECIFIED 7/16"MIN SHEATHING IST FLOOR (631 969-8535 MIN 8D NAILS 6"OC ALONG EDGES (63)) 969-8518 (rAx) MW 8D NAILS 12"OC FIELD ADJUSTMENTS: ADJ NOTE 1 EXPOSURE 1 MIN 1/2"INTERIOR GYP WALL BOARD 2 ROOF EAVE TO RIDGE 1 10'HEIGHT FASTENED WITH 11/4"SCREWS 3 WALL HEIGHTADJ 0.95 9'WALL HT 12/20/17: 4 NUMBER OF LINES 1 2 BWL SHOWN ISSUED FOR BUDGET WALL TYPE"GB": 5 80OLS HOLDDOWN 1 NA 6 GYP BOARD 1 NA BRACED WALL PANELS: 1/2"(OR 5/8")GYP WALL BOARD SECURED 7 GYP BD FASTEN!NG 1 NA 7111118: DIMENSIONED SHADED WALLS SHOWN BOTH SIDES OF WALL-MIN FASTENER TOTAL ADJUSTMENT FACTOR(1 ST FL) 0.95 PREFILE REVIEW ON THIS PLAN INDICATE BRACED WALL PANELS SPACING TO BE 7"OC AT EDGES AND USED IN CALCULATING MINIMUM BRACED IN FIELD AS PER R602.10.4 2ND FLOOR 8/20N 8; WALLS AS REQUIRED UNDER SECTION 602. ADJUSTMENTS: EXPOSURE ADJ NOTE WALKTHROUGH UPDATE 2 ROOF EAVE TO RIDGE 1 10'HEIGHT I I 3 WALL HEIGHT BUILDER PLEASE NOTE THESE REQUIRE s'WALLHEIGHT 4 NUMBER OF LINE 1 S 1 2 BWL SHOWN ISSUED FOR PERMIT FULL SHEATHING INSTALLED HORIZONTALLY I I - 5 6 GYP GYP DDOWN 1 NA 0 BOAARRD 1 NA IN COMPLIANCE WITH R602.10 - REFER I I 7 GYP BD FASTENING 1 NA TO BRACING METHODS AND NAILING PATTERNS I I • TOTAL ADJUSTMENT FACTOR(2ND FL) 0.9 SHOWN THIS PAGE THIS IS AN EXISTINGM � v EXTERIOR WALL WITH tiQ °NPLYWOOD - GC SHALL IL M w m Li ADD NAILS AS REQUIRED z co Cn C� TO CONFORM TO REQUIRED o w NAIL SPACING w W -4 d UP cn Z Z D- CV- U co _ ¢ U > oU - ¢ z- oo TAf LIE:R60� 0,..3 1} canti>roue'd:BRACING..E BC UIREMENTS`'BASED:`QN:'ND; SPEED - Z F- r1 z a:U w { I _..,..,:....:i'. , ... ......:. CL N Z :•a z L° ¢ I I ....:.......... E$RQSURE,C.fITEGaRY Bi:::::'.:.,, : :-:::•:::.:,..,.,>;.:.: ...:...........•......::::: U O MIIti:1 t+lUM;TQTAL LE�IG TH,(FEE,, _jDF B,RACEp,YIf}\ L PANELS ¢ II „ ::' a .:. :.::. U) 00 CQ FfJOT WAL1 IiEi�HT '' REQUIRED ALONG EAGH BRACE13v{IIIALLTLINE Z W m U m Z Z I I I •,2,BRAGEA_V1fALl.LINES . :.:.......,...:::........ ....... .:..... , MetFiotis� - - - - - - - - UttiiriafeD'esf n;_.,-.. . . Braced'V11a1t Line i :jDWB WSF SFB.?' ttVtethodsr... ul - - - - - - - - WtntlS eed,' Sto 1-o tio,Ti' "S acin b McWi-d;GB',,,..,Pb5 P.GP HP :` _.._.-_._,-•_..,,_. W St?�;GS >'/mpfi).; !!feet BMJ-{NSI? A61tif rPFfi` G5_ C ......::.:.: PFG;GS.:S 25' Q Z Z O INSTALL 112" PLYWOOD = s. ° s a; $o °' v _ :2 BELOW DRYWALLo; _ =y;.... T v THIS SIDE '7sa tu 1!_I .. O2O _c 1A►J ". ;40; 35_{1`.` 5-a 20-as 21:0; BWL 11- - - - - - - - �- '- - 4� a O � �fii?', �'1-`0�` `�1:t1 THESE WALLS BUILT `T „2j; ., P 17_5 UNDER EXISTING 5'-'►318" 4'-11" 8'-10'1!8" 4'-11" 31-31/2" STRUCTURE - NO. .. y iANALYSIS REQUIRED ;,.......................................... .........................................................._s0................... ........:::lvP.......................:7 _�......... .................. ::43:0°;...,............ _ ............. s; _.............. BRACING THIS SIDE CS-WSP - I h 0 44Z mI .. 1'inch:.�.25i.4'.i.Irim:.l:foot�304.8 mirii:K`:mi a}ger,' 'our.= _. s iri atio'r's'i1 (Ib'e= Qrinitfed; lu BWL A- „ :a<linear to pal B SPACING: 23-9 ................. ; 'Mefhod L•.lB shall_hake,gypspm.1 ,".-A.(�astened;_to'tiotles's th`aR oneside'wifh tiailsn�sc>ews.In as cocdance:With Table:R6f12.3'I.:forxexte_nor O REQUIRED CWS: 6-0 „ : 5heathin�orlTable 8702 3_45:loriritetjoigypsvm,board ,Spavin Af fasteners at"anet ed a stiall?riq - - g'- P 9, f 4>✓ed 8riclies: l r ;::;t!Vherea#rraceii'w01I,)Ine';ttas: acalfek;6cacedvrall.lines=oons`t}r'tiothsldes.'ofiiiffenn �_dlmensivn <`fFie�aVera -dlmenslon's`h ':tie erpiitfed':fo�6'ei w z I PROVIDED CWS: >�7 ,.. W. . ,.,.... ,,,.. .. : .... _... .: ~.. ' used i4t'braced W�11 llne;gpa�irl'g uj i 1 `I`A'B1 ;R6Q2'1Q4 ca : tnuecl:BfyACI1V+G:11ETHDSLu Z 1 ST FL BRACED VgALL PLAN . :. .:. .,,.,;,_,.: ::r..:.,:.•:.:: :r:-•.:•: "MINIMU�II '•'GONNEG;TIQN Cd3t'[ER1Q�' Z _.::: :;11►IETHGIDSt MATERIAL, EIGGI3E : (� 61 WALL.:'CONSTRUCTION .. p 5CALE:9116"=1'-0' ;.- THIGKNES'S, a asfeners S acing;::: O PFH.•r `;; ec#ign, CDNTRJUOUSLYSHFJ.THED € ;;'Poitat,frame_wttl ::,-!,$•• ,."'-' :See,"S:ectonR602.10fii ONTINUOUSLYSHEATH E BRACF�WALL LINE Cq -66Td"d' ... ........ .................................. .•a lritermltteril Braein 1,IettAds° - BRACED WALLUNE .. .'- .9 f s' .ee:Setiori:R6D2=]tl_fi:3 :.. , Potfal�'(ra[iieatgarag 11fi:' m e R6D2,10'. tu f QL E.'.=:: `Exte ior`Sheattiin pet,,` �.,:,... 111151?' -: .,Eantinuousty: r'3°;.a. fTm ........ sReaifi n(�� ..r�.:....':,...;,. REiURNI. '. HOLO- - atFerJ!.: 9 602'« PANEL v. . ; T�bl:.. .,•...., ..4,,,. - O f e: 602 3 1� rR Varie Ii 3 a DOWN WOOd"tru-dural_panel ... ..._... .:..:)Q...:.,=..,:,•. ....,.5.,: BRACEDWALLPANELAT DEVICE-i► BRACED WALLPANELAT .................................. .. .. . END OF BRACED WALLLINE END OF BRACED WALL LINE :........ ........................................ (L);..:............................:...........................................................:.. ... I, .............................. �....:.. .I .............................-..................... ................. ....... .. .............. ......... ..... .......................... ........................................................ I. END CONDrr10N 1 '" END CONDMON 2 ,... ... .. CONTINUOUSLY SHEATHEtL _ �' e. GS" CONTINUOUSLY SHEATHED�_� 5112 r� I 21ritiousty.;� BRACED WALL LINE:: . '3/' ®r I"' B See m066d PS_WSP : 'eel_AettiQ;d BRACED WALL LINE E 1NOOd structural panel ..... -_ f_ � � E 1 . 9 P i o .. In _,,:...,.... P. 9 9 ConfnuousSheathing.k, D =::: a eOnt!nuauh� = - ee` .::, /16•,.,: Section R602 6.: 5 0 See; tithed RETURN -- portal ''frame C? PANEL - 48•M(NIMUMBRACED WALL PANEL 10'MAX' I FIRS?BRACm 1 �3'-10r19'; .0;1 °iCTla":, AT END OF BRACEDWALLLINE WALL PANEL ... ) SEE REQUIREMENTS END CONDITION 3: END CONDMON 4 _ She l... y��SS1 GS'SFB `i f�;;aor' l �13V41p�Igicgsl2"did: i : .... ONTINUOUSLYSHFATHE „ :r `;.25`-'••..;:....:._.- ....,, - - •� ► REQUIREMENTS (for. .! thicksheatftita9 4` BRACED WALL LINE axlmUm'.E'6:: 3".`ei3ges:8:field sheathed` " ) I Rotum paneti 24"forDraced wall lines sheathed with Gofiltif'9Jp .--.� scuds"acini- 9 � roofirt ;.. antred / wood s1ructuraf panels:..- 3T°forbraced wall lines sheathed with 2`�•' g"x_: •' DATE f` s"uralfiberbosrd riaits_' DistanceD: 2d'"for braced wall lines sheathed with " e wood structural panels E 32"for braced wall lines sheathed with 2`;f _ - FocSt :ancft-25;-4,;mm; `:foof=:$04:$mm;r1 degree:=a};fj _75;fad=; ound ens uare:foof:=47i N(m-laiiile: er.•Dvr-0 misc stnlctural fiberboard P. P !447. ., ,. - c-�,..,....._rn::.':. .::.•:::':__ .. ,a;:Adhes�ue':aftachrtlept;ofwail:5heathtng;,,t!?c1/10/2019 Jud1119,(vlettfod:GBF,shalli Q'�e; errnfttedart'. isrruc,D;esigti; atggont±s; •;DQ;::p 'a d.Ds:.: HOLD-DOWN o own capacity fastenedo the edge o i e • - r.:... FIRST BRACED .device: braced nelclosesttathecomarand tt%A pliesao:paneCs�neztta' a"etioor,fl emn wher�au orttn abl'e;endWah.ot:'rooftoa`:� " "::Sha!_'til"`-be,ai"etio''oi'' "' F-'f' -'""• ='� DEVICE :1' .Q,:.:... :_:uJ_, -,.:::•_.-.:«9a4.9. .........:..P..=... g ., .PP,_.. .9.:g �1)Y,.- -,_1.Q:,:v - ...,- vuaJlu.,ffte•.9arage-1n.1 WALL PANEL .. ..... „ .1, .,._ A...... $. jl...,;�... a>•: :..... ...... to the foundation or Doorfrarningbefaw 3S.@SmIC'C E51 a O. _ ;::.• ';-• is ?•.... :.. :...k•:::..:::END o DmON s f:: •: :.: ..:... :.::. I .. , ,gnYCaf:gtes Db,Dz.anti.pzs,,r,9pf,covenng dead;Coad_shatF rjot exceed,3,psf,: C N �iagopentpgsadCace_rlt°.taa;Metfiiod_CSS'panetsTiall;be.;proisAdeci:wttfi; eadpr.`inaccofdaltcvtffi,'Table'.R6425 Pfit`hi fitclearp eni ,inch=25,4 nuni foot=304.8 mm,I pound=4.45 4.45 N. -. I_ P _.r19 a •al rf !:FIGURE R602.103 G.pane[> a e perm ed adtacent to a Method CS xr<; •ENI)CONDITIONS FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING �d'_ivl+etFjoiiF.Q°iioesliiotaPp7ytt,5isrpic,?Desig�i;r✓afeg9ztesl3o;,1n bzF ew a od=a he an tvt_th_.. .npP.n.,s 3adCchedD.ne d;firvD-fiamtty;dln(e1(.ings'irisSe{siiiicDesigri-`;_ate'titles°D 'ttirou A-b r- - - - - - - - - - - - -I I0, F I I I i I I ExESTINc,MD ' ,SOUTHPORT \ PA-no ADI ADOVF i I =N RM 3LA5 ADOVF Ito 20 NO N OM=AN AVE \ / 6AYPORT.NY 11705 631-419-6158 I )VVNG@OPTONLINENET — — ENGiN'EtR OF RE�ORD- I :17 I� I R & W �NGINEER5° I;xI�L UP I i — — I r---` _ 1383 VETERANS MEMORIAL HWY SUITE 45 DIN I I HAUPPAUGE, NY 11788 FXTtMorD lF LAR �� I I I I-- I fxLgT CELLAR (631) 969-8535 ' I I- _ r I c- � • � (631� 969-8518 (F�) I I _ — — I 12120117: � I- - - I - UP ISSUED FOR BUDGET ® x"" 7111118: Y PREFILE REVIEW -I �(�TINC3 DEDROOM – . D ORM 8/20/18: WALKTHROUGH UPDATE 119/19: ISSUED FOR PERMIT 2ND FL ELECTRICAL PLAN to to I- -- - - - - -- - - - - - - - - - - - - - - - -1 I EL2 SGALE:9/16e=1.,-0. ELG CEL�L �ELEO�TRIO�ALFL�AN PROVIDE `n UNDER-SOFFIT V LIGHTS �_ K Z W — —7` gC'RN DORC9.1 ; �_ �_ -- O I I / f— —� — — — — O 11.E pOR(H ELECTRICAL i z Z O F \ � O O ROVIDE UNDER 50"FIT LIG \ NOON ` > 1.ALL ELECTRICAL WORK SHALL BE IN COMPLIANCE WITH �-- I I I \ \ Ell CHAPTER VIII OF THE 2015 INTERNATIONAL RESIDENTIAL CODE. GFl W to =! § — _ t, *era 2.ALL WORK SHALL BE PERFORMED BY LICENSED ELECTRICIAN TO WORK IN THE TOWN/MUNICIPALITY OF THE Q lll y�j. •, ...kr; :: _., r; ,I ::..=�; ::-:.'' PROJECT. (T IS THE RESPONSIBILITY FHOTOVOLTAIG -;g, SI ILITY OF THE ELECTRICIAN TO SUPPLY AN UNDERWRITERS CERTIFICATE FOR ALL WORK W J MOTION SENSING R;;v^ –) FDCCUREAT I ( I x PERFORMED DURING THIS PROJECT. p • fy 0.5.E. KIT('IiEN (RFMODI t;: '' °t 3.ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE (— ,;.z, -,-,.;-_„ MANNER OBSERVING ALL PROPER PRACTICE AND CODE r— — — — — — REQUIREMENTS. IF UNSAFE CONDITIONS OR CONNECTIONS ARE UNCOVERED DURING DEMOLITION OR CONSTRUCTION THE OWNER MUST BE NOTIFIED PRIOR TO ANY BILLABLE WORK BEING PERFORMED. .a.:z''MSI..:i,>,.5...,.ys.?;• ;L+i.ew.'s !�� <.'.;f.:,1 'SAS'•`: 4. ELECTRICIAN SHALL PROVIDE AT MINIMUM ONE SWITCHED w . } LIGHT FIXTURE PER ROOM. OWNER SHALL CHOOSE FINAL v O r= ``( COLOR SCHEMES N Z Z M AND FiXTURE.SWITCH STYLES. / I FAM ROOM EMODI — — — — — --- t_ — — — — — 5.ALL EQUIPMENT INSTALLED OUTDOORS AND EXPOSED TO Q / WEATHER SHALL BE WEATHERPROOF STYLE SUITABLE FOR _. UA (� DN + — — — — — THAT USE. � _ O / - / E 6.SWITCHES SHALL BE LOCATED AT 48"ABOVE FF TO CENTERLINE D .— OF SWITCH. 10 U/G LTG `. I ( z M DESIGN / I I 7.OUTLETS SHALL BE 12"ABOVE FF TO BOTTOM OF BOX. O Z O BY OTHERS 8.WHERE COUNTERTOPS ARE PRESENT THE BOTTOM OF ANY CV - ', OUTLET BOX SHALL BE 5"ABOVE THE FINISHED COUNTER O HEIGHT. tS) :;v,' ✓ — — — — — S.BATHROOM OUTLETS MUST BE GFI OR ARC-FAULT PROTECTED, w _ ENTRY MODS 1G.ALL NEW SMOKE DETECTORS MUST BE HARD-WIRED INTO THE K r]AlTFR DATH I HOUSE ELECTRICAL SYSTEM. ALL NEW INSTALLATIONS ARE TO O „J' i"AFI I �- I''° 1� j L' I BE INTERCONNECTED TYPE. t IDRARYfOFFi(� � I'' C- 11.A PERMANENT CO2 DETECTOR SHALL BE INSTALLED ON ALL '=1 I +'. I — FLOORS CONTAINING LIVING SPACE. THIS DETECTOR SHALL BE /Vc ?i Fr INSTALLED IN COMPLIANCE WITH NYS CODE SECTION R314 AND ��'`�y�F �✓��"O� R315. 12. GROUND-FAULT AND ARC-FAULT CIRCUIT PROTECTION >. n MUST BE PROVIDED AS PER NYS CODE SECTION E3902. ►� . / 13. OWNER, GC AND ELECTRICIAN SHALL MAKE ALL FINAL ®,� 062 V — — — — �� FIXTURE, OUTLETAND SWITCH DECISIONS. THIS PLAN ®��Ssi IS FOR REFERENCE ONLY. DATE: EL1 1ST FL ELEGTRIGAL PLAN Q 5GALE:3116 1'-0" 1/10/2 0 1.J SHEET: r moi,,,.•--rr :' �� RlGai! NATION Y ' � -__------ �r�����•: ,a, R y ____—_ ,, NIT O FNE CONS ------ _ _ Y('� --�TRUCTIO� CODE - PART 6 B D G omN► �I }�1 .�J. t,t/ C..I „+4`. A, �.�w ,�� •Ja: pD BY THERMAL 1�ATING METI ,— _ inA ,h i ' , . � _ ;;���'�'•••' iTM GENERAL NOTES _ } W. �e IQ10 ■r�rlJ�us�a a,wa•n•A���� G Seal and Signature: I _ 1 I� 1. All work to conform to rules and regulations of the local building department. 2. All plumbing work to be installed in strict accordance to local codes. gj,�q���C���� l0. _._� ."'.t�•-��— .' '� �e`w, "��'• ,�� �I✓�t'�. � �l-�Ili�,et t4" II _-_ , 3. Electrical work to ba fire underwriters inspected and approved. - '. 2 ' I 4. Contractor to effect and maintain insurance, i.e. Contractors Liability- � .vA O I U L- U� _�.' •�_ `' X -I Workman's Compensation. A 5. Owner to effect anFJ maintain adequate insurance to protect his interest in this ' . , . I I -I� I u I _�.w...__.-.�•_...,.._ _._. __ project. � O c�v1.. �- -viz x,.3..—o l% I p u�l 1 � Iv -I'�1�f A� �I-kaaw�l o+.l u,�-�-b 113 •J � �. � 6. Contractor to notify Architect of field conditions other than those shown here Q co I I SII or of dimensional di.cr, pancies prior to commencing construction effected by 4- a- � ------ a -- same. D M C3 C-4 7. All framing lumber to be Douglas Fir, joist and plank, #2 grade, with a O ,� •I•;�,r 11 x I-'���u ( u minimum allowable 'ooptitive bending stress of 875 psi. to 3. Provide double�Ir �� -- le hearts ender all partitions parallel to samA. '� � ? � - O 1G � Go bG Id i• +� P - n ... . cJc I 13 I I i1 _ 3. See N.Y.S. Building ( o.1struction Code Manual page 3 - 101 for nailing V at a � r I II schedule. _ v - '.._... F.3� lolC:51t71 .. __ �R.ac:�: ' Jo�lo= ► 1'.� fouI� 10. Contractor to g q p D providr� bracing as required to protect structure from construction - - --- _.i�.:� 3 G� �.2t i�l/� A21 2-a'i2,�h,L��% c�� ►13j�''x s{-'-I o�,/2':Qv 2-,-o'/�' I�Ei�IA 15 AR-! G�K'I LL `. loading. N 30. _ _ • 3yi =1��d�-->��-�-_---- � .�: -I �„V`M r_'_ —`j-- �I S °` W/�' � r �u. ,�,,`— � v II .1,�� I,�,,� v�� Ua 11. The plans comply w 1;7 the latest requirements of the N.Y.S. Energy � Conservation Construrvtion Code. -. l p �� '9':C Ir�i, 11121' 12. Carry all footings dmkn to undisturbed soil with minimum bearing capacity of 2 e� ` �' ' IL " ton per square foot. � f 21 _ 2" 13. Should existing soil coiditions be found to be of less bearing capacity than 2 - -,---- ----- --- =-•-. �---- -- -i �--- ---1 ton/s.f. or of unsuita16 materials, contractor is to notifyArchitect -'---' immediately so that die foundation may be appropriately redesigned prior.to amu, G, - I. commencing with Cor, ruction of same. -J 14. All concrete to have a rninimum ultimate 28 days strength of 3000 psi. and conform to the latest r.quirements of A.C.I. 318 for mixing, placing, forming & PL .A. �. striping. ' — c.o. (�•. f�•c 1,�11=� .�::�„�c.�. �•�,A+Ps-I►•}+�.� �Ia?I�7�j 1h*.��t ,a "�+ I�r, �. ' ,.�`, � � �)I � ..... N of �. Pill* -Y�* ITW MA ---- r , Lu to I SS t-_CTIONI nrmuinau PLulwBER CERTIFICATION o ON LEAD CONTENT BEFORE - 2 C2 x Ce GG/�. IU. _ I 1 THERMAL RATING CALCULATIONS - l" 117 CRTIFICATEG7FOCCUPANCY 00 SOLDER USED IN WATER COMPONENT SQUARE FEET 'U'-VALUE TABLE THERMAL RATING 'ii:Y �•� � � GG ... - PLUMING SUPPLY,SYSTEII�.CANN4T WALLS . O.1 6-1 ? • - ; I ALL PLUMBING WASTE F= WATER LINES NEED EXCEED'2110'OF 1%LEAD. U - TESTING PEFORE COVERING r� iu �; FLOORS !'° ' - . off--] 6-3 _ a H - - - -- — ROOF/CEILING �"� � • O 6-3 --F i" 0 l — C---- -- - - - - - - -- - - - - _ i WALL GLAZING 3 -.3 6-1 •-� - �1.�_0 DOORS -76-1 �aT Qty. ROOF •GLAZING ___-- _.--.___._._------.__.._-- h r TOTAL THERMAL RATING + I - O k• V •"�'�fid..- �i U II - '� - • o a z RETAIN STORM WATER RUNOFF °C rt CHAPTER 236 DO NOT PRO J <� FRAMING UNTIL SURVEY PURSUANT TO PROCEED WITH �, � r '•� �, , �''• = OF THE TOWN CODE. OF FOUNDATION LOCATION rt X I(� 7 • ,' �, ~` Q- HAS BEEN AP ... 8' 6 :V/ Z �fi -CtJt�1�"lhl GkJU�. PROVO. .. `" .• ' I X x — OCCUPANCY OR F AS APPROVED NOTED - . USE IS UNLAWFUL �,� - Q � 7:3 / 3 6`7�7 . �• ., � ! --- 1L__.. �I DATE- WITHOUT CERTIFICATE B.P.# OCCUPANCY FE, A 6,FO BY Z Q OCCUPANCY NIOTIFY BUILDING DEPARTMENT AT 0 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPIECTION& • �� • COMPLY WIT!! H ALL CODES OF FOUNDATION- Two REQUIRED S FOR POURED CONCRETE 11U . . e.. .c t ® _ ® NEW YORK STATE & TOWN CODES 2. ROUGH-FR ' DWG. NO. AMONG,PLUMBING, { AS REQUIRED AND7OND94GNS-4F STRAPPING, ELECTRICAL&CAULKING d _ _ 3. INSULATION g lij (j l✓ r SOUTROE TOV',N 111 4. FINAL-CONSTRUCTION&ELECTRICAL SOUTHOID TON,'N tdNIN BOARD MUST BE COMPLETE FOR C,O. �, ALL CONSTRUCTION SHALL MEET THE n ILI ' ! ___. SOL ON1N TRUSTEES REQUIREMENTS OF THE CODES OF NEW ,itYORK STATE. NOT RESPONSIBLE FOR Al o ----- �- _12S.DEQ DESIGN OR CONSTRUCTION ERRORS. Y J O r r r 1 7 t 4 n IR SII �I li R i) � II f I� _. I ({ ..�Y r.it' d',9'�'^. ;���"`� � •-`•},ty f _ -- - Seal and Signature: CID if �° 'j'I°,•�NJ Ic•,�...,. �eau�'r,:�. �¢*Fw>,*l^�<:•. �' I�,.�t�t�.l ,�,�'"'(f��l �� 121 c ` C D CO I 4— v � 1 s U > 5 c%4 {{ . _ �--; _,,,.�' ,�t'�t�lr��-,�, '�, W it•..1�a�1,.,� -' �� �' � � � � - - �'N" � O CCS �' �'- , A 11 ,� ! li . .-.. �: I I i~ • if 5- c� AvA7 P,P I fl __v_ tj LV Ilk ,_� -,, K - a �- 'bA'e 7I f.°" *'' w T 1 . �'( M �'fihll �d d 5.�� I '��`I{:' ./' I r 1 • '• - I A Ta F 1 77 % I a ALv4vr F-Ctl' A►- Har, nil �" t�1 1�"� � °C � U �, I�,.c• ! L-Hca'.` a" I'-e -- —___—_ ' U w J co W Q r t� ' w ,- Q , ui 7i • p t`- 5 i DWG. NO. r U . 02. 01V FOUNDA*jL'l PLAN z J 0 7 I z I r ..a 1�I. 'r I R I'" 1 r� - .- �. .•". _ __ _ _ -_-_.______.._._____._._.___._ Seal and Signature: I 4— 0c) 00 I t a� CD � 0 -F— Q v = N ._. o i 1 I c Il (� N _ � �/ �� ►SIH H I ►!�, . ;�� INC; �� - , � ° Al I � .c 2'� x . )12.'10-C. —- — - -- --- °- _� o _7• ( I � 1� 111 i x x L� I-IF N .�7-111111 i _ — �+� f * JIB°. �-•1t fs';, . it 1✓LI I � _----- ale C h9AL-. - I' _: _ _ rt � '5� N It w { �- Uo- L 77 to I Nom: - - -f I� .UP yam.. { �jl.� .,_al ��I I II _ ••� (I `- - IaI ! �I CL d [ ,- — _. I _ �t p� t ` ¢- -- 1 /I h I ' , C,i' 1.14 .��"" H I '�4 _ i a r'2,11�".sep Lam, w r�, jHLc �a� - :I �.y — rl••—r+ 0 ,{ i -- -_- - o AS M F� "C" - 2 a8 ,. . _. _ 1 11 �I� a.c:• Y;,a,, �, N a 1 _ _ 9 �T it -- _ { Il l = �' � 1 (2 Iix n FM1� �' *� 'fig $M. �` U:2 mom, , . X 1 .__ P LSM. I.YL - _. .- .__ uj -- i _. _ --.— � ��•"- I' _ { YI _ 'c •n. _:..fir _ ----- LL , ex • f x , I 1 -- Ilk. I g iti S r tl - -.._--- U REw Is - Z ° cU h I I W i Q 14 J � Z Q b 3i-Ca�,�'�l DWG. NO. - _ P 5 o U i ' FIRS"'"' FLOO-n PLAN W A/m3. Y IL II J 0 4 4 H N Z v �II 'SII or+,•-r;�:e,y S.z:- `7 ;2—ICDI CP ca/ .•Seal and Signature: -lo `� i n 2-Ica bio -a-= i co OD i jL CD 00 OP .�, -- ._ LO ►� � +' + r t D Q . a N'till [si �I _ 4-1 75 4— _ p. N c A " -7 I r _ _ Of ' 11�+ � ( ,{� t ^ ( 11 'r ;AY•�dM-�',"�"%�;4�+�-�,p. i7`y' SC ,.. „tt, rd,,t:,gn., .rs{'^f ,. r 4 s1" � .� I - . � — ! I j _ \ = t. I� 9 ► o-�I # �1 ! ITS ,1 1 .l 1� •�w o ,r��q'I*(GII �1 . i 1 �f E 1�1 •~ TJ TLee r _ Loy Lw I`` "�"� `"' ! `�• FSI 1 " j •�, �{� � G _ I 1�71 ' 1 _ - o .� ! Its. s, '`., \ {k N 7-7- 7• - _ I I► I :� IliA�d �� fI it 1__ Mph,• `� a A' 04 O • U U) w Q z IC w CC I � t w I it IM I u i Ir II _ '° I"��'"` SII -- "�,„,."ie���`� . I.�,�Ir �jl,,,(,�,/fir` �t:�I CDI•..Gyle. . {� SII i DWG. 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' h ° In f Z i to �r>" �.p � � x. • USE FOR UNALI6NM CONSTRUCTION ONLY-ALL NEW CONSTRUCTION %HALL AL16N ° CAI 0 °o ° •"• o Seal and Signature= 6� O f ° 0 ADJl)5TABLE HAN6Ef3 I�p6E SAGE MOUNT HANGER HIP RAFTER HIP RIDGE CONNECTION IP IDG_;:It�NNEGTION HURRICANE CLIP 00 SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STP40N6-TIE 51MPSON STRONG-TIE SIMPSON STRONG-TIE SIMF'50N 57,05411! SIMPSON STRONG-TIE 00 OLSU26 "TA 81526 "10 *M22 ffl;=2/OPTICIAL OH25A � U z I2" � MIN. 00 cl� CUT /�1 LENGTH `V � 00 00 C) '� a M M on O ° �--•1 � MIN.12'BEARING p M ►'� M M ° ON STUD FADE(tYP) ° CLEAR SPAN ® G ° ° I � a � T4 Cd M12* IN. I U Q\ I .'o o." " • Provide minimum I" N 0 0 A O end distance WRAP UNDER SILL � '. O ' PLATE(TYPJ EVtRY Eqyal number of specified nails In • STUD each and HIP CORNER PLATE STUD TO TOP PLATE STUD TO SILL PLA i° P05T BASE STRAT TI 0 1 r,QOR TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON STRONG-TIE SIMPSON 5TRON6-TIE SIMPSON STRONG-TIE SIMPSON 5'IR.3-V2 WOP •55PINTP M5SPINSP OABA44 0MSTI (IF APPLICABLE) Of-7A FLOOR ON STROFLOOR TIE SIMP`- T- --- USE H2 ORA I I,i"x20 6A #6516 N lu G� �•� ILL 2-2x BLOCKING 41-011 S NTS •�'� .q _ MINfMUM SHEAR WALL SE6h�NT SIZE THREADED ROD ASPECT RATIO = H/L 5 3 1/7' y o C� WALL HT.(H) SEGMENT WIDTH(W) a ® 10'-1" 3'-O" •.. ''� O •'•y � 21-40 I'.,'I. J I'., 'I ?,• a lu FLOOR J015T \ SIMPSON PHD2-5053 HOLDOWN ;Q J W/5/6"THREADED ROD ►� z O O N V SIMFWN PH02-5053 HOLDOWN W/SSTBI6 ANCHOR BOLT (� ® INTERIOR ZONE PLYWOOD SHEATHING i 6d COMMON NAILS b" ox— EDGE 4 FIELD 1/2"COX PLYWOOD SHEATHING• EXTERIOR W/60 NAILS V ® PERIMETER ZONE I 0 6"O.G.6 E06M E 6 12"O.G. IN THE FIELD a &ABLE WALL HOLD DOWN ` 1{ " " Ww (EDGE ZONE) ./2 GYP.BD.• INTERIOR W/BD COOLER NAILS o 7 O.G. `1 0 E06ES d 0 10'0.6. IN THE FIELD SH��R ALL SHEAR NALL 150METR I G DETAIL 5HG RDETAIL NTS NTS _ %CAR WALL HOLDOOWN TIE BETI M FLOORS HD5A with SSTD TYPICAL MOA HEADER(SEE PLAN FOR I EXACT 51ZE) II• F Z Q a I 1 1/4'MIN 20 0 &OIL STRAP FRAMED OPEW .� FOR NEN W NCx1..__. (OR EXTERIOR DOOR) I NAILED CONNECTION I 2 THROU6H-14301CONNECTION 3 5TRUGTURAL WOOD SCREW CONNECTOR 4 MULTIPLE 2 ROWS 12d 3 ROW5 12d 2 ROW5 Ill" 2 ROWS 1/2" 2 ROW5 12d 3 ROWS 12d No sPEaIAL UPLI • A55EMBLY (0.146" X 3.250) (0.146" X 3.257) BOLTS , BOLTS (0.148" X 3.25") (0.146" X 325") ISI TOS (SEE ABOVE) COMMON WIRE COMMON WIRE AT 24" O.G. AT 12" O.G. COMMON WIRE COMMON WIRE AT 12" O.G. AT 12" O.G. AT 24" O.G. AT 12" O.G. — Z Q A 410 '105 505 1015 500 qq5 B 355 530 360 '160 515 '145 G 340 660 330 665 (1) NAILED CONNECTION values may be double for 6" on-center or tripled For 4" on center nail spacing (2) NAILED CONNECTION values require an additional row of nails when nail size Is smaller than specified above (minimum 0.126 x 5"). REFER TO NAILING SCHEDULE 53 (3) A307 bolts with washers required. Bolt holes to be q/I6" maximum " 11 (IN ACCORDANCE WITH WOOD (4) Screws must have self drilling tip and minimum bending yleld strength of 211,000 psi. Lead holes may be required by local building codes FRAME CONSTRUCTION MANUAL (5) 6" screws required Igg5 EDITION STRAPPING a HOLD DONN DCT�I,� NT5 5.0.T.M. No. 500-4-16-1-1S vNo. No.