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HomeMy WebLinkAbout39333-Z Town of Southold 2/16/2018 P.O.Box 1179 • 53095 Main Rd y0 aOT Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39519 Date: 2/16/2018 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 4302 Wunneweta Rd, Cutchogue SCTM#: 473889 Sec/Block/Lot: 111.-14-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/24/2014 pursuant to which Building Permit No. 39333 dated 10/30/2014 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: one family dwelling with gym area in basement, covered porches, second floor covered balconies, wood stoop and attached two car garage as applied for per ZBA#6718, dated 2/20/2014. The certificate is issued to Pallante,Nicholas&Pallante,Barbara of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0015 2/13/2018 ELECTRICAL CERTIFICATE NO. 39333 12/13/2016 PLUMBERS CERTIFICATION DATED 2/1/2017 Kenpokh Zdanio t 0 gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE Z s 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#: 39333 Date: 10/30/2014 Permission is hereby granted to: Pallante, Nicholas & Pallante, Barbara 371 Cameo Dr Massapequa, NY 11758 To: Demolition and reconstruction of an existing single family dwelling as applied for per ZBA, Trustee, and DEC approval. At premises located at: 4302 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-30 Pursuant to application dated 9/24/2014 and approved by the Building Inspector. To expire on 4/30/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,597.20 CO -ADDITION TO DWELLING $50.00 tal: $2,647.20 Buil ing Inspector TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 39333 Date: 10/30/2014 Permission is hereby granted to: Pallante, Nicholas & Pallante, Barbara 371 Cameo Dr Massapequa, NY 11758 To: Addition nd alterations to an existing single family dwelling as applied for per ZBA, Trustee, an C approval. At premises located at: N 4302 Wunneweta Rd, Cutchogue SCTM # 473889 Sec/Block/Lot# 111.-14-30 Pursuant to application dated 9/24/2014 and approved by the Building Inspector. To expire on 4/30/2016. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,597.20 CO -ADDITION TO DWELLING $50.00 Total: $2,647.20 Building Inspe � b �a7 FormNo.6 D IM77,01VIE TOWN OF SOUTHOLD D BUILDING DEPARTMENT _ FEB 1 5 2018 TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY G Lam. is s{rn1 TOWN OF SOLTI'HOLD This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool $50.00,Accessory building$50.00,Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00,Commercial$15.00 Date. Vzoz, �' zg New Construction: x Old or Pre-existing Building: (check one) Location of Property: 4',3 192 61N1V,6_ZV4—V;�? C'U�C OAU House No. Street p Hamlet Owner or Owners of Property: A&C14 6 Zh-7 A! Rj RS, ZW / p/46 ��l Suffolk County Tax Map No 1000, Section Block ` Loty Subdivision Filed Map. Lot: Permit No. Dateof Permit. Applicant: Health Dept. Approval:,K.9 /_ J D 6 Underwriters Approval: Planning Board Approval: A11A Request for- Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature pF SOUryolo Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box 1179 ® ion roger.riche rtO-)town.southold.ny.us Southold,NY 11971-0959 Q �yc4UNT`I,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Pallante Address: 4302 Wunneweta Road City: Cutchogue St: New York Zip: 11935 Building Permit#: 39333-40108 Section: 111 Block: 14 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: All Sons Electric License No: 47544-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300A Heat ELEC Duplec Recpt 74 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water ELEC GFCI Recpt 20 Wall Fixtures 12 Smoke Detectors g Main Panel 2-150 A/C Condenser Single Recpt Recessed Fixtures 135 CO Detectors 5 Sub Panel 1 A/C Blower Range Recpt 50A Fluorescent Fixture 13 Pumps Transformer Appliances DW Dryer Recpt30A Emergency Fixture Time Clocks 2-15 Disconnect 0 Switches 84 Twist Lock Exit Fixtures TVSS Other Equipment: 11- Paddle Fans, 6- Exhaust Fans, Geo Thermal Heat with Electric Back Up, 1- 30A Central Vacuum, 15- ARC Fault Circuit Breakers. Notes: 40108 - 20 KW Standby Generator with Auto Transfer Switch. Inspector Signature: Date: December 13, 2016 0-Cert Electrical Compliance Formals � pF sou Town Hall Annex Telephone(631)765-1802 54375 Main Road cn Fax(631)765-9502 P O Box 11.79 G O Southold,TTY 11971-0959 UNT'�,� o CC��OdL� BUILDING DEPARTMENT D TOWN OF SOUTHOLD FEB 6 2017 - BUILDING DEPT'. TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Owner: (Please print) Plumber: o w!�e 1rt (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (PIecs Signature) Sworn to before me this day of 20� LISA1,4A,;EDESTE'NO 37 —� Q u,!fl,:d in Suf,c,l County Commission expires Nov41 ember 17,2 Cotary Public,- SAIK County 7_333o��°Fso�lyo� TOWN-.OF SO HOLD BUILDING DEPT. 765-1802 SPECTION [ FOUNDATION 1-ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ J FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR oF so�jyo o�yco TOWN OF SOUTHOLD BUILDING DEPT. 76S-1802 INSPECTION [ ] FO ATION 1ST [ ] ROUGH PLUMBING [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE-A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ok OF c DATE CJS 9 ��' INSPECTOR c pF SO(/jyol � o - TOWN OF SOUTHOLD BUILDING DEPT: 765-1802. INSPECTION , [ ] FOUNDATION- 1 ST [ ] ROUGH PLUMBING [ ] FO DAT10 [ ] INSULATION RAMIN / TRAPPING [ ] FINAL [ ] FIREPLACE A C y FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR X33apF SOUry 4ou�m, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTM" [ ] FOUN ION 1 ST [ ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION' [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ LKING REMAR S: DATE INSPECTOR �^ OF SOUly06 l cou�rtr, ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION , J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTO�` i _ cOUHI'1,�`� ' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 I NSPECT 0 -N. [ ] FOUNDATION A ST [ ] OUCH PLUMBING [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ J FINAL [. ] FIREPLACE.& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRETR (S§TANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E RICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS:' ---.-- S 4 DATE INSPECTOR OF SOUIyo coum,Nc� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 ,INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: "`�� t j57 � p fo DATE a� D�" �f� INSPECTOR �a0f SO�lyo o 9 00UHf1, `� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND /] FINAL SULATION [ ] FRAMING / STRAPPING [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: brory VK=z o9l S0451 w1f_,lyuAloK Q I DATE L INSPECTOR -- �0 UTy o�'Y�OUHi'1 N� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ J ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ J ELECTRICAL (ROUGH) [ ] EL TRICAL (FINAL) REMARKS: YkC. Frt� lS Q6. rn�►� J in �1 o v� �nl�Yy o -fav /�r� oP�u�c� K �✓ - sev to{ • w Dh�Lp 11/0 ko, pe"'no m Arw �✓nartA'VI ! ry bv�S -I'- 1 ty I-T;,6 U—*i DATE INSPECTOR MOM MW Mm Apo M—M Ham_. IWA 1: 1 INSULATION STATE eeee■ee� - eee gee 1 �� it _i•�.- - ' � - _ �_�:..���•. r ��,i►/� __�� _ .��_ "ate% o � � _��� ® ff I ,,�. 04- .° WROMMM - ,am 11 1 (mss • I�• � ,r '� t r ' `, A r _� r� � 1 =. 1 r' T0WNw0F,SOUTrHOL'D ' $UILDING PERMIT APPLICATION CHECKLIST BUILDING.0 PAR;TMENT Do you have or need the following, before applying? TOWN'4, I Board of Health SOUTH.OL'D'NV-J-1.971 4 sets of Building Plans TEL: (631) 765'=T802 Planning Board approval FAX: (63:1):765=95.02 nqSurvey SoutholdTowia North'Fork.net PERMIT NO. J I �7� LZi Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form ( J Contact:_ "`JJJ I Approved ,20 SEP 2 4 2014 Mail to: Disapproved'-Oc BA. DEPT TOM OF-SOUTH LD Phone: Expiration ,20 in In PLICATION FOR BUILDING PERMIT NOV• 2 0 2013 Date , 20 INSTRUCTIONS 6L06. DEPT SOUTH , letely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans;accuratE0.1ot.ptri-io scale. Fee according to schedule. b:°'f?•lot pla sho,_Jgg,1vpcation of-lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways: c. The'work -,h is application may not be coin menced before issuance of Building Permit. d:.;U:pon-.appioval.ofthis-application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept;on.tle;<precnise's.available for inspection throughout the work. e..No tui�,d"ings}:all"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 13WJ,d�rig Perri it shall expire if the work authorized has not commenced within 12 months after the date of issuance or h;as:not.,:been cornp'I'eted within '18 months:from such date. If no zoning Amendments or other regulations affecting the property} ve';.been:en`actedinahe interim,'the Building Inspector may authorize, in writing, the extension of the permit for an addition SIV montlsr:Tlieieafter, a new permit shall be required. APPL'ICAThON°TS HEREBY MADE to"the Building Department for the issuance of a Building Permit pursuant to the Building Zone Qrdinrance;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 applicantagrees'.to comp;ly with all applicable laws, ordinances, building code, housing code,and regulations, and to admit authorized:irispectorss:'66:,p m ses and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant State whethei-appli;cant=is;owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owne",r•;of premises jV/G+�D�,S1S' ��¢� /-�j}�LIrQ�IT,E M (As on the tax roll or latest deed). If applicant`J'$.,''rporat_ion signature of duly authorized officer (Nameand�titleAtoficoiporate�off cex) Builders:.Liviceii'se�,No��;,.;.p.: K Plumbers"-"'IJicerisea:Noi :t I r Q sf-Z ��y��YZ - � _ Electrici•aris Ltcer%-;e No° Other Trade.a i'"itceri-w'N:o, -?07942 r I. Locatiorifiof 11 1 J:.4pwonvuwhi`ch•:proposed work will be done: .,>./c�,a:r,•'.•S;4" n--ywh C 1//VW0004 /✓-Y !/935" House Nuiri> er Street Hamlet County.Tax Ivlap'No:.1°,000 Section /�f Block �'Q Lot 3D Subdivisi.onryj'':' w: Nr— iyze& QAC-Ap'wES'Filed Map No. Xg"L Lot 2. Stat&existmg:use§;and'o'ccupancy of premises and intended use and occupancy of proposed construction: a :Existtng;use;<an"d.occupancy ;b ':Intended;xuse and�,occupancy_iQ�/�/per/✓T7,gL ^work?(che'ckwhich applicable): New Building Addition X Alteration 3. Nature'of; Repair` .] = n: <:b 'Removal Demolition Other Work (Description) 4. Estiiiiate#gstr' „� Fee (To be paid on filing this application) 5. If dwd-11iri:g;:nu ber-of d,-won each units E�/ Number of dwelling units oeach floor oA14 rl) If garage unui ber of.cars jWD 1,e) 6. If busm-8ss 'coirirnercial or mixed occupancy, specify nature and extent of each,type of use. /1N114 7. Dirnensi'o,ris of,existing structures, if any: Front_, 9 P_r _Rear_76!8Q ,��. Depth XFT Heigh f :f-':2.4` -Fr` Number of Stories Dimensions:,'of same structure with alterations or additions: Front 5jE� )V ,e Rear Depth.,,; Height Number of Stories 7t.fit5) ZZ2 8. Di'mensior szof`eritire new construction: Front JX25 1� )/ Rear err",I h' VON Heigh-f; Number of Stories TGI/o � r 9. Size-cf 16t z_F'roritr : : l%T. Depth 10. Date of-Purchase :.. _... Name of Former Owner 11. Zone•oviise dist ict'n•'which premises are situated 4f 12. Does`proposP'dj�co struction violate any zoning law, ordinance or regulation? YES _NO y 13. Will'lot be;fe=graded? YES X NO Will excess fill be removed from premises? YES NO 14. Names= f:Ownef of preJ'i,e. s Address hone No. Name 1of.Architect .����;pX IL"iS�1 4'lZ Address one No A vl 734-'Oy" Name:o•'f'.Contractor"_ Address Phone No. 15 a. Is tli 'p-. .".re• " itlun."" . ;f0:Q feet of a tidal wetland or a freshwater wetland? *YES X NO ro�perty.<w * IF YES;{SOUTH;OI;D'TO:WN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is:,ihis;: to ert`".'-withm3,`.00 feet of a tidal wetland? * YES NO ..) � �',', * IF YES;<D E Ca!P:ERIVIITS;=MAY BE REQUIRED. 16. ProuidPsurveyAto=scal`ewitfi-accurate foundation plan and distances to property lines. 17. If 616.9.- tori;at,any pouiton property is at 10 feet or below, must provide topographical data on survey. 18. Are,there ariy co eriariM, nd restrictions with respect to this property? * YES NO * IF YES :FPR'OUhDErAf COPY. STATE OF:.NEW�*, COUNTY /ylJ ,bL: ; =,C/�9CrtC being duly sworn, deposes and says that(so is the applicant (Marie"of;indiv�duahsignirig contract) above named, cONNE p,BUNCH Notary PubNe,me of New York (S H is,-the ,.,..;'' No.01BtJ8185060 (Contractor, Agent, Corporate Officer, etc.) ct Commission Expkes April 14,2_ of said o:wner';oKowners;Pand:is�Auly authorized to perforin or have performed the said work and to make and file this application; that all application are true to the best of his knowledge and belief; and that the work will be performed'iri:Athe rrianner set:forth in the application filed therewith. Sworn to beforemetla�s `': ':iayµof yd 20 )3 01 Cmc !\<,► ! p;,,. , " , j p : Signature of Applicant )i. vtaryPub,lic},`•oaf;`. RIP js IAN NO ;NOV" t r3 WT�Tkj!F I F,.�MOMJWAA IS IR In -IN, m �pF SO(/r�, Michael J.Domino,President ��� Ol0 Town Hall Annex John M.Bredemeyer III,Vice-President 54375 Route 25 P.O.Box 1179 Charles J.Sanders N � Southold,New York 11971 Glenn Goldsmith • O Telephone(631)765-1892 A.Nicholas KrupskicoUMY,� F D BOARD OF TOWN TRUSTEES FEB 1 5 2015 TOWN OF SOUTHOLD �y t L �' —L,E, itY r�S�r�,�1-T'�,�il'9`LL A.AJ�e PT• CERTIFICATE OF COMPLIANCE TOWN OF SOUTHOLD # 1309C Date:February 7,2017 THIS CERTIFIES that the as-built demolition of existing dwelling down to the first floor deck which is to remain; demolition of existing deck and patio; existing 1,529.6 sq. ft. foundation to remain; construct new two-story dwelling including additional foundation for an attached garage for a 2,659.3 sq. ft. foundation footprint; construct a 393.3 sq.ft.north porch,construct a 1,242.6 sq. ft.south/west porch, construct a 178.8 sq.ft.second floor south porch;and construct a 32 sq. ft.outdoor shower-,abandon existing and install new septic system and storm water systems,and reconfigure existing driveway and parking areas;with the condition to establish and subsequently maintain a 20' wide non-turf buffer along the landward edge of water's edge; At 4302 Wunnewetta Road,Cutchoeue Suffolk County Tax Map#1000-111-14-30 Conforms to the application for a Trustees Permit heretofore filed in this office Dated January 9, 2014,pursuant to which Trustees Wetland Permit#8380 Dated March 19,2014was issued and Amended on February 18,2015 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the as-built demolition of existing dwelling down to the first floor deck which is to remain; demolition of existing deck and patio;existing 1,529.6 sq. ft. foundation to remain, construct new two-story dwelling including additional foundation for an attached garage for a 2,659.3 sq. ft.foundation footprint; construct a 393.3 sq.ft.north porch,construct a 1,242.6 sq. ft. south/west porch; construct a 178.8 sq.ft. second floor south porch; and construct a 32 sq. ft.outdoor shower; abandon existing and install new septic system and storm water systems; and reconfigure existing driveway and parking areas,with the condition to establish and subsequently maintain a 20'wide non-turf buffer along the landward landward edge of water's edgeof water's edge. The certificate is issued to NICHOLAS&BARBARA PALLANTE owners of the iproperty. Authorized Signature _ NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATIONabble Facility DEC ID 1-4738-03999 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: NICHOLAS.PALLANTE PALLANTE PROPERTY 371 CAMEO DR 4302 WUNNEWETA RDISCTM#1000-111-14-30 MASSAPEQUA, NY 11758 CUTCHOGUE, NY 11935 Facility Application Contact:, MICHAEL A KIMACK 321 RIVERSIDE DR RIVERHEAD, NY 11901 ,(631) 727-2103 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: Cutchogue Facility Principal Reference Point: NYTM-E: 714.8 NYTM-N: 4541.8 Latitude: 40°59'56.8" Longitude: 72°26'46.0" Project Location: 4302 Wunneweta Road - Watercourse - Wunneweta Pond Authorized Activity: Construct new garage and shower. All authorized activities must be in strict conformance with the attached plans stamped NYSDEC approved on 3/14/2014. (JRP) DEP-ARNO NOTE: The property landward of the 10 foot elevation contour is beyond Article 25 (Tidal Wetlands) jurisdiction. Permit Authorizations Tidal Wetlands - Under Article 25 Permit ID 1-4738-03999/00004 New Permit Effective Date: 3/17/2014 Expiration Date: 3/17/2019 Page 1 of 6 T NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION �e Facility DEC ID 1-4738-03999 NYSDEC Approval By acceptance of this.permit, the permittee agrees that the permit is contingent'upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator: MARK CARRARA, Deputy Regional Permit Administrator Address: NYSDEC REGION 1 HEADQUARTERS SUNY -@ STONY BROOK150 CIRCLE RD STONY BROOK, NY 11790 -3409 Authorized Signature: Date,3 Distribution List MICHAEL A KIMACK Habitat - TW JACQUELINE R PASQUINI Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: TIDAL WETLANDS , 1. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. 2. Notice of Commencement At least 48 hours prior to commencement of the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project, the bottom portion of the form must also be signed and returned, along with photographs of the completed_work. 3. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area (upland) and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or.protected buffer areas. Page 2 of 6 •1 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03999 4. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. s. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 75 linear feet from the tidal wetland boundary. 6. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation (grasses, etc.) immediately following project completion or prior to permit expiration, whichever comes first. If the projectsite;remains inactive for more than 48 hours or planting is impractical due to the season, then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 7. Area of Disturbance for Structures Disturbance to the natural vegetation or topography greater than 25 feet seaward of the approved structure is prohibited. 8. Install, Maintain Erosion Controls Necessary erosion control measures, i.e., straw bales, silt fencing, etc., are to be placed on the downslope edge of any disturbed area. This sediment barrier is to be put in place before any disturbance of the ground occurs and is to be maintained in good and functional condition until thick vegetative cover is established. 9. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Nathan Taft Corwin last revised 11/13/13. to. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation, or for other purposes, and no claim or right to compensation shall accrue from any such damage. 11. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,.the owners, shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require, remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 12. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed, the applicant shall, without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require, remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. Page 3 of 6 AM NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION dhwe Facility DEC ID 1-4738-03999 13. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents,' lubricants, epoxy coatings, paints, concrete, leachate or any other env.irorimentally deleterious materials associated with the project. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site of facility, including relevant records, is subject to inspection at reasonable hours and intervals.by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions, must be,available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to., Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. .3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information-the Department requires. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROOK150 CIRCLE RD STONY BROOK, NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal'Wetlands. Page 4 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03999 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to.modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the.permit application or supporting papers; b. failure by the.permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. , Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be-subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Page 5 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-03999 Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 6 of 6 FORM NO. 3 NOTICE OF DISAPPROVAL DATE: December 10, 2013 To: Michael Kimack for N & B Pallante 29 Heights Rd. Fort Salonga, NY 11768 Please take notice that your application dated November 20, 2013 For partial demolition &reconstruction of a single family dwelling at Location of property 4302 Wunnewetta Road, Cutchogue, NY County Tax Map No. 1000— Section 111 Block 14 Lot 30 Is returned herewith and disapproved on the following grounds: The proposed construction is not permitted pursuant to Article XXII Section 280-116 which states: "All buildings or structures located on lots upon which a bulkhead, ... and which are adjacent to tidal water bodies other than sounds shall be set back not less than 75 feet from the bulkhead." The survey indicates the construction is ata roximate 54' fro the bulkhead. In addition the proposed construction is not permitted pursuant to Article IV, Section 280-18 which states: "No building... shall be erected or altered in the R40 District unless the same conforms to the requirements of the Bulk Schedule..." The required front yard setback in the R40 Zone 4a 50'� Upon completion of the construction the dwelling will be setbacYc 31'. 'Authorized Signature Note: Trustees, DEC & Health Dept. also required . x r BOARD MEMBERS *0 $Q(��y Southold Town Hall Leslie Kanes Weisman,Chairperson �p� �1 53095 Main Road-P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes Office Location: Gerard P.Goehringer • Town Annex/First Floor,Capital One Bank George Horning 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yCOU M`I,� Southold,NY 11971 http://southoldtown.northfork.net ZONING BOARD OF APPEALS, ---- __ TOWN OF SOUTHOLD �j} C U j Tel.(631)765-1809 -Fax(631)765-9064 FEB 25 BLDG.DEPT, FINDINGS,DELIBERATIONS AND DETERMINA_TION_ TMAIN OF SOUTHOLD MEETING OF FEBRUARY 20,2014 ZBA FILE# 6718 NAME OF APPLICANT: Nicholas and Barbara Pallante SCTM 1000-111-14-30 PROPERTY LOCATION: 4302 Wunnewetta Road(adj.to Wunnewetta Pond)Cutchogue,NY SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated January 31, 2014 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated January 29, 2014. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PROPERTY FACTS/DESCRIPTION: The property is an irregularly shaped conforming 50,504 sq. ft. lot with 46,203 sq. ft. of buildable area. It is improved with a 1 'h story dwelling located in an R-40 district. Access to the property is via a 16' wide right of way off of Wunneweta Road. The South, West, and part of the North sides of the property have 635.71 feet of frontage on Wunneweta Pond. Of this frontage 146.13 feet on the Northwest side of the property is bulk-headed. The remaining 489.58 feet of water frontage is bordered by tidal wetlands. The property runs 215.47 feet on the remaining part of the north property line. The remaining east side of the property runs 161.96 feet. This information is shown on a survey by Nathan Taft Corwin L.L.S. dated December 16, 2009 and last updated November 13, 2013. BASIS OF APPLICATION: Request for Variances from Article XXII Code Section 280-116 and Article IV Code Section 280-18 based on an application for building permit and the Building Inspector's December 10, 2013 Notice of Disapproval concerning a permit for partial demolition and reconstruction of a single family dwelling, at; 1) proposed construction at less than the code required bulkhead setback of 75 feet, 2) less than the code required minimum front yard setback of 50 feet. Page 2 of 3-February 20,2014 ZBA#6718—Pallante SCTM#1000-111-14-30 RELIEF REQUESTED: The applicant requests variances to renovate and expand a dwelling at about 54 feet from the bulkhead where the code requires a 75 foot setback, and to have a front yard setback of 31 feet where the code requires a 50 foot setback, once construction is complete. ADDITIONAL INFORMATION: The Zoning Board of Appeals has granted variances for front yard setbacks similar distances to the one the applicant is requesting in Suffolk County Tax Map Section 111. Also, the Zoning Board of Appeals has granted variances for relief for bulkhead setbacks similar to the distances the applicant is requesting in Suffolk County Tax Map Section 111. Further, at the hearing testimony was given that the 54-foot bulkhead setback noted in the notice of disapproval is the bulkhead setback for a proposed outdoor shower. The bulkhead setback for the addition to the structure itself is +/- 59 feet. The applicant's agent testified that the outdoor shower's drain will be attached to a drywell. The applicant's agent also offered evidence that the applicant plans on installing a new septic system along with the additions and alterations. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 6, 2014 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of water front parcels with single-family dwellings and garages. The neighborhood also consists of lots with irregular shapes making it difficult for many structures in the neighborhood to conform to Town codes without variance relief. The property does not border a road and is accessed by a right of way. It will not be seen from any public road. The architectural front yard of the property borders a neighbor's property and the neighbor's dwelling is placed far from the property line. 2. Town Law &267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The property is on a peninsula and is surrounded by water. If the applicant moves the dwelling in any direction he will need a variance. The proposed additions and alterations require the least variance relief in order to allow the applicant to re-develop the property. The proposal also keeps the improvements in the flood zone X section of the property and away from lower elevations. 3. Town Law §267-b(3)(b)(3). The variances granted herein are mathematically substantial, representing 28% relief from the code for the relief requested from the 75 foot bulkhead setback and 38% relief from the code from the required 50 foot front yard setback. The relief requested from the required bulkhead set back is mitigated because part of the relief requested is for an outdoor shower and the proposed structure is further back from the bulkhead than noted in the Notice of Disapproval. Variance relief for the front yard setback is mitigated because the property is accessed by a private right of way and the property is not visible from a public road. 4. Town Law .&267-b(3)(b)(4) No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the`physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders, gutters, and drywells for storm water runoff and for the pioposed outdoor shower. s 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. t Page 3 of 3-February 20,2014 ZBA#6718—Pallante SCTM#1000-111-14-30 t 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of an outdoor shower, garage, and a 2 story dwelling while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community., RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Dantes, seconded by Member Schneider, and duly carried, to GRANT, the variances as applied for, and shown on the Architectural plans by Mark K. Schwartz, Architect labeled A-1-6 dated November 18, 2013 and sheet A-5 dated December 31, 2013 and the site plan prepared by Nathan Taft Corwin L.L.S. dated December 16,2009 and last updated November 13, 2013. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Vote of the Board.• Ayes. Members Weisman (Chairperson), Schneider, Dantes, Horning. Absent:Member Goehringer. This Resolution was duly adopted(4-0). Leslie Kanes Weisman, Cha0erson Approved for filinga /2014 BOARD MEMBERS OF SO Southold Town Hall ,-Leslie Kanes Weisman,Chairperson �� yp 53095 Main Road• P.O.Box 1179 Southold,NY 11971-0959 Eric Dantes #it #t Office Location: Gerard P.Goehringer G Q Town Annex/First Floor,Capital One Bank George Homing O i0 54375 Main Road(at Youngs Avenue) Kenneth Schneider ��UNT`I,� Southold,NY 11971 http://southoldtown.northfork.net M; ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631).765-9064 �(1 D E E V January 23, 2015 � FEB - 6 2015 -' Mark Schwartz, Architect P.O. Box 933 `�� Cutchogue,NY 11935 TOVVNI OF SOUTHOLD RE: ZBA#6718 -Pallente a ' 4 • x'. Dear Mr. Schwartz: I have reviewed your letter dated January 20, 2015 requesting a de minimus determination in the above referenced ZBA decision. Your proposal of the demolition of the walls and roof areas with... . redesigned second floor dormers are shown on the following documents which you submitted with your request: architectural drawings dated January 16,2015 sheets A-1 —A-5. Based upon the information provided above, I have determined that your requested modification is de minimus in nature because no additional nonconformity will be created, and the intent of the original ZBA decision will not be altered. Please also note that the applicant must comply with Chapter 236 of the Town's drainage code. I will instruct the office to send a copy of this letter and your request to the Budding Department so that you can apply for a building permit. If you have any questions, please call the office. S c , Leslie Kanes Weisman Chairperson/Dept. Head CC: Michael Verity, Chief Building Inspector ho��pF SO(/ryQl Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q NVI BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: Nicholas & Barbara Pallante 371 Cameo Drive Massapequa, New York 11758 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 4302 Wunneweta Road, Cutchowe TAX MAP NUMBER: 1000-111.-14-30 Pursuant to Section 144-12 of the Town of Southold, New York, you are hereby notified to immediately suspend all construction until this order has been rescinded. BASIS OF STOP WORK ORDER: Going beyond the scope of Building Permit#39333. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Building Permit has been reinstated. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE, IMPRISONMENT OR BOTH. DATE: January 14, 2015 Peter Doherty Code Enforcement IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. Scott A. Russell ,��10S1JFFQt � 4 A. SUPERVISOR ae P.E. SOUTHOLD TOWN HALL-P.O.Box 1179 0 ain SOUTHOLD,N 11971 Telephone#: (631)-765-1560 ', �Fa #:2(01) -90 MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �! J E.RICHTER@TOWN.SO NY.US DE Office of the Engine TON/BLDG OF SOUTHOLD Town of Southold STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER (If Different from mmcApplicant) NAME: &�A�C A;1KZ&14Cze NAME: t B .A -LSII�D/LI SP�LG /Y, ADDRESS: 12I e&a / ADDRESS: bfz/ AW, /Z 74Z Telephone Number: AFf ?a7-.2143 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department,or; it can be Mailed to the Applicant with the submission of a Self AddFessed 8.5"x 11"Envelope&Appropriate Postage. DATE: � ,2 �a/¢ Property Address / Location of Construction Work: _�0117 WVAM_6 Jd�� i S C T M #: 1000 /// Lge r&=M66✓ y. 35 District Section Block Lot Required Documents for Stormwater Review: Copy of Complete Building Permit Application. Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems,Driveways,Patios or other Impervious Surfaces are Re-Surfaced. De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review 1 Note: These Projects would be Limited to Interior Renovations,Replacement of exterior Doors&Windows,Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. A Complete Description of the Scope of Work Proposed under the Building Permit Application. A Completed StotVwater Review Checklist. If No or NA are Indicated, Justification is Required. *** FINEERING DEPARTMENT USE ONLY **** . n1[R`A7evJi1ey: Date: 3 3 pprove : A iional Information Required: asUFFQ,jr CHAPTER 236 STORMWATER MANAGEMENT CONTROL PLAN CHECK LIST 2 DATE: Cr4t APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) .3 // Z NAME: /41/CV �A2!V4C'/L S C T M #: 1000 � /-"— 3D Telephone Number: �3l �aZ7-,2/D District Section Block Lot S M C P - Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided! 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries I X1=0 b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-1702). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum z Intervals) 0O g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). /1 k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). 0 M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate �O on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance& Site Access. 0O c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) FORM 11 S CP Check List-TOS JAN 2014 • v - DESCRIPTION OF SCOPE OF WORK FOR; PALLANTE PROJECT: 4302 WUNNEWETTA Road, Cutchogue, N.Y. Partial demolition of existing dwelling, demolition of existing deck and patio. Renovated, modified and expanded first floor, renovated, modified and expanded second floor. New two car garage with storage above. New covered porches on the north, south and west sides of the residence. New septic system and new storm water system. Redefined driveway and parking areas. I SO�Tyolo Town Hal!Annex 4 Telcphon&*W -- 54375 Main Road p2 P.O.Box I179 G� ro er.richert tQW southold.fl Southold,NY 11971-0959 ' , AUG 17 2015 BUaDJNG DEPARTMENT i TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: -_ )0 t~ Z /-1[V U 09 P,J`- Date: Company Name: /} LL SoN-S 6-L 67c. y C Name: l SoC ZflaVGf�R:� - j- License No.: ZI•75 h/y -.m Address: 11. A �.AN AVE c ;QP,6ePo 1 IV �d2 p Phone No.: dpi C - E to-376-88'0p C15LL -!�776 -77 -oec�7 6 I JOBSITE INFORMATION: (*Indicates required information) . *Name: 144 + m2S . A/ZCk, PALL jq 11/71 `Address: 1�3 0� *Cross Street: *Phone No.: Permit No.: - Tax-Map District: 1000 Sec Ion: Block: l Lot: ^ 'BRIEF DESCRIPTION OF WORK(Please Print Clearly) l(W :tis ` r, to y Ai s (Please Circle All That Apply) *Is job ready for inspection: YES NO Rough In Final *Do-you need a Temp Certificate: YES Al0' Tern,p'Information U eeded) *Service Size: 1 P ase 3Phase 100 150 200 , 300 350 400 Other *New Service: Re-connect Underground Number of Meters ange of Service Overhead Additional.Information: 4ENT D13 WITH APPLICATION r 82=Request for Inspection Form c.1 r 5 )0 17 � } t i i �� �,�,.s fir• � r�� � t. a b P p 3 4; I y i i a? n; n y � t c � .PT. A t ; � `�� �� .� �, ,��� . °� 9 .,.. .. ,l Ln I• (ti Ln N Postage $ Certified Fee � If O ! ReturnReceipt Fee Pos C3 (Endorsement Required) Restricted Delivery Fee L O (Endorsement Required) r C3 J1r^ ru Total Postage&Fees $ Sent To - b°treet,Apt No.j �__.dl C3orPO Bon No. City,State,Z/P�4 S C1 lK 0 • • • • DELIVERY, 1 ■ Complete items 1,2,and 3.Also complete �Si'gna�tittre item 4 if Restricted Delivery is desired. `!, 0 Agent M Print your name and address on the reverse C ❑Addressee so that we can return the card to you. B-Received by(Printed Name) C. to of D live E Attach this card to the back of the mailpiece, Sor on the front if space permits. D. Is delivery address different from item 11 Yer t' i 1. Article Addressed to: If YES,enter delivery address below: ❑ No 31 C OJ-Ae o eve I � ' 3. Service Type i Certified Mail® ❑Priority Mail Express'". ; ❑ Registered etum Receipt for Merdhz ridise• 11InsuredMail Collect on Delivery 4. i Restricted Delivery?(Extra Fee) �p Yes 2. Article Number -- - - - — -- (Pansfer from service;habeo ;. ' 7 014 120010001 6744; 5i475 : "2 , PS Form 3811.,July 2013 Domestic Retum Receipt r� Fes: ; 11-14-14; 12 57PM; 7F 1/ 4 PIM 9 S Structure i ek TConstruction, Inc. Fax To: Town of Southold From: Dominick Marinelli Building Department Fax: 631-765-9502 Pages: 4 Phone: Date: 11/14/2014 Re: Permit#39333 CC: XUrgent ❑ For Review ❑Please Comment ❑Please Reply ❑Please Recycle Attached please find our Workers Compensation and Disability Certificates as well as a copy of our Suffolk County License. Work to be performed at: Pallante Residence 4302 Wunneweta Road Cutchogue, NY 11935 Permit #39333 If you need any additional information, please contact us. Thank you. 38 Burch Avenue,Amityville,NY 11701 Tel 631-841-3300 Fax 631-841-3303 Nassau License#N18E0210000•Suffolk License#H-28376 Montauk-Easthampton License#7533-2013' Town ofSouthampton License#L003855 'City oftong Beach License 814011 Gmail -Pallante Page 1 of 1 MGmail Barbara Pallante<bpallante1@gmail.com> Pallante 2 messages Nick Pallante <nassaushores@gmail com> Wed, Aug 3, 2016 at 12:39 PM To Joe Zangari <joeallsons@aol.com>, Maria-All Sons <mariaallsons@aol.com>, Barbara Pallante <bpallante1 @gmail.com> Joe, Had the town inspector in for a final inspection. He had a concern about the smoke detector on 2fl landing being to close to hvac return It should be 12"from return by state law. He said if you have documentation showing its ok as is. He would accept it and be good with it Any questions call me at 516-639-3060 Respectfully Nick Pallante -------- — joeallsons@aol.com <joeallsons@aol.com> Wed, Aug 3, 2016 at 7*03 PM To- nassaushores@gmail.com, mariaallsons@aol com, bpallante1@gmail.com The requirement in NFPA 72 is in the Annex, not the main body of the,code. The Annex is not enforceable It says it in the first paragraph of the Annex. There is no requirement for separation from airflow. In high airflow environments, there is a reduction of detector-spacing. 2010 NFPA 72 29.8.3.3 #6 Smoke alarms and detectors shall not be installed within a 36 inch horizontal path from the"supply registers"of a forced air heating and cooling system and shall be installed outside of the direct airflow from those registers. The above only mentions the supply registers not the return register There is no code for return spacing at all. Regards, Joe Zangari All Sons Electric Corp 112 Albany Ave. Freeport, NY 11520 (516) 378-8800 (516) 377-3301 Fax www asewired com [Quoted text hidden] https://mail.google.com/mail/u/0/?ui=2&ik=01 a2346ee8&view=pt&search=inbox&th=1565... 8/4/2016 �o"�'pF SO!/r�ol Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 Aw P.O.Box 1179 G • Southold,NY 11971-0959 �1,y�0UNV,�� January 25, 2017 BUILDING DEPARTMENT TOWN OF SOUTHOLD Nicholas Pallante 371 Cameo Dr Massapequa, NY 11758 Re: 4302 Wunneweta Dr, Cutchogue TO WHOM IT MAY CONCERN: Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy. V/ Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. (for lighting) A fee of$50.00. Fal Health Department Approval.l Ie Plumbers Solder Certificate. (All permits involving plumbing after 4/1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892)'J—�')6y� Final Planning Board Approval. (Planning#765-1938)•- 71/? Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT - 39333— New Dwelling 27 LOT /4fGr�T Ff�� \ , tAr \\ IGHTDF OF SAY R SURVEY OF 356.00 EXISTING LOT COVERAGE OVER PROPOSED LOT COVERAGE OVER P/O LOT 246 UPLAND AREA (46,203 sq. ft.) UPLAND AREA (46,203 sq. f t.) " W AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE / E��. 5 1 A•Za,20 � AMENDED MAP ';1 99 OF DESCRIPTION /1579 s ft. 3.4% EXISTING HOUSE 1,579 sq. ft. 3.4X LOT 2COW- EXISTING 26 NASSAU POINT EXISTING HOUSE q l OWNED BY BRICK do SLATE PORCHES 797 sq. ft. 1.7X PROPOSED ADDITIONS 400 sq. ft. 0.9% do // STEPS NASSAU POINT CLUB PROPERTIES, INC. PAVER PATIO 406 sq. ft. 0.9% PROPOSED GARAGE 651 sq. ft. 1.5% �`O FILE No. 156 FILED AUGUST 16, 1922 WOOD WALK do DECK 776 sq. ft. 1.7% PROPOSED PORCHES 1,732 sq. ft. 2.7% SITUATE TOTAL EXISTING 3,558 sq. ft. 7.7% EXIST. WOOD WALK do DECK 776 sq. ft. 1.7X CUTCH 0 G U E TOTAL PROPOSED 5,168 sq. ft. 11.2% / TOWN OF SOUTHOLD / SUFFOLK COUNTY, NEW YORK / S.C. TAX No. 1000- 111 -14-30 SCALE 1 "=20' / DECEMBER 16, 2009 / AUGUST 31, 2011 ADDED PROPOSED DECK OCTOBER 5, 2011 REVISE PROPOSED DECK NOVEMBER R13 19, 013 PROPOSED HOUSE 0 / AREA = 50,504 sq. ft. 1 .159 ac �, (TO TIE LINE ' Q . do BULKHEAD) 1V 6 3� CERTIFIED TO: NICHOLAS AND BARBARA PALLANTE / CITIMORTGAGE, Inc. ALPHA ABSTRACT N/O/OOMgE TITLE No. ALP 1 1395 ROGER E COOMRE CO RINNE & pw wA /8 215.47, o c P/0 LOT 246 � 0'� / i 03' / ` A& 47 �� / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM EXISTING ELEVATIONS ARE SHOWN THUS: ,o.o 12-4 EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10 - - - - G lull � � �-' TEST HOLE DATA F.FL. _ FIRST FLOOR 1 r N�� / v� (TEST HOLE DUG BY MCDONALD GEOSCIENCE ON JULY 5, :013) CFL. GARAGE FLOOR • 9'3O" E - FLOOR a J j f' � 0. BBL. - TOPEOFFBBULKHEAD em. 1o.s 8.8. BOTTOM OF BULKHEAD 7 g 3 „ x I OLooK sp y BRowN S1LtY sANo SM T.W. w. _ TOP OF of WALL N ' ' OTEWAY 661 I I/ 2. 4. 122 PAUF BROWN FINE SAND SP 2. PROPOSED SEPTIC SYSTEM FOR 5-6 BEDROOMS iA o 0 01 0 .: 1 1 11 2.5 Row �'. PROPOSED FUTURE 50% EXPANSION POOL -101' I O • •' 'j I I APPROXIMATE TIDAL WETLANDS BOUNDARY TO BE VERIFIED O / 4, 9) a. .' \ ' BROWN SILTY SAND SM I ..`..,,:;:::: .:.:::. PROPOSED 8' DIA. X 4' DEEP LEACHING POOL �/ .a .. .• •. pppSED _ o swa SP ��:'..1•'::::..::::.�::::.: ° Ipyj gTONE. .,. ,� ^� 1.Y PN.E�9AMN FINE TO MEDIUM O :: . FRd Lp :; : W-100 aRa1Mo WwTER O PROPOSED 1,500 GALLON SEPTIC TANK I + � 6 •°v Lox WATER IN 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD j I I pUT51DE� __ f /x1� / PALE BROWN FINE To►,MW AND SP �t OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. S ss'I , >E o N > RRI`V _ / 4 4. FLOOD ZONE INFORMATION TAKEN FROM: 49 4 S9" s m ,��„ � :' " Poles / rA;'` �y '`� 1r FLOOD INSURANCE RATE MAP No. 316103CO502 H '`39' F �� t0 � €� i I I x 1 / t ZONE AE: BASE FLOOD ELEVATIONS DETERMINED N n/ I rn � ZONE X. AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 26.31, ; 57.8 F.FL. le a t\ 7 �9 W I g7 �- Apo r 3.pf G ,,,.. sFLAC ' Z" E I I lR>c Ks CON! 1-1/2 STORY BRICK u 1 8 C 4] 1 f WALLS CD HOUSE & GARAGE N I1 l \ Wp00 1 I / :► .::.i:t�.4.0' k:::ir:c: ,� �" "��4 1 1 WDA WALK , 16. o _ DETAIL A RECEIVED f \ f FLA I x� / 21.6' 154 GO __-_____GRAVEL ____ PROPOSED SEPTIC SYSTEM DETAIL l \ __ �� J \ �'�� t 3 I v FEB 0 7(l�4 / FUG a /FtAc1 2>< ....I�A / / 1 ' I pt, p c�►+c ? v�'�� t< pt��� (NOT TO SCALE) 1 :1 I I PARD OF APPEAL'S / 1 1 � II / / I � J � / --- -sem \ / / Pp12GH � \ � O o34.�d� ��'Q / I 1 PAVER PA'10 3�\ �\L1. L� HOUSE • 1 x O Q\ 3' � F.1� 4'TDEEP max. FINISHED GRADE I1 ( I WOO / i PRECAST REINFORCED CONCRETE COVER ELEV. GRADE x BURIED 1' DEEP min. 2' DEEP max. Bldg Dept coPY ELEV.�4 EDGING 12� 24•dia. LocKs+c, wATECRAM e,MSECT PRooF FURTHEST LEACHING POOL -LOSy_ l�S CAST BION COVER TO GRADE from ZBA (v G 7 I 1 \ 5� 'r / O) �ry t}� CAST RON�PIPE 20• •min. APPROVECMPE n MIN 4' MIN. 4'W. TOP 11.4 ~2'max Final reviewed documents it PIT 1 4• 1• Top ELEV. .o OF 3 POOL SYSTEM zea File Ila x x�, x I / w / c N o T 0 METPITCHED lA•/1 e 3 Date'. h / �`IS,L INV. ELCLEAN 4• dia. SAND A� " /I ZIl \` f _�14- 110 /O 10 12.0' INVERT a °< RNERT i C COLLAR I x � / ELEV. 10.7 .w ELEV 11?� PIPE 44 a,. i Ft Ow BOTTOM V 4 r � / 19 AUG 20caouNO WATER , 7 .. ELEV. ELEv.1.Z 1.2 i _ -,,�.FUG 21 4 - x _ FUD-TB SEPTIC TANK (t) -Le I x x� / 00NK/ / i- 1. MINIMUM SEPTIC TACAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GN.LONS. x 1 TAN; e' DIA X 5' EFFECTIVE DEPTH 2. CONCRETE SMALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 psi AT Zd DAYS 3. WALL THICKNESS SHALL BE A MINIMUM OF 3'. A TOP THICKNESS OF 6'AND A BOTTOM THICKNES OF 4'. LEACHING POOLS f3� UNAUTHORIZED ALTERATION OR ADDITION 46 / f ALL WALLS, BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 30 PST. TO THIS SURVEY IS A VIOLATION OF t LOT 2 / FUG 1 jjyy/ / � � r 48 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM FOR A 3 TO 6 BEDROOM HOUSE 15 400 sq n SIOEWALL. AREA. SECTION 7209 OF THE NEW YORK STATE F/O / / / % / Q ft 7 " D. THE SEPTIC TAW SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (WITH A MAX. TOLERANCE OF' i1/4') 3 POOLS; 6' DEEP, e' dla. EDUCATION LAW. Cyy� FUG / / / / 5 Q�'S�j �C7 ON A MINIMUM 3• THICK BED OF COMPACTED SAND OR PEA GRAVEL 2. LEACFMNG POOLS ARE TO BE CONSTRUCTED OF PRECAST RONFORCED CONCRETE �(OR EW40 \\`1\ tJ 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE DOLL BE MAINTAINED. LEACHIM STRUCTURES. SOLID DOMES AND/OR SLABS. COPIES OF THIS SURVEY MAP NOT BEMIRING 3. ALL COVERS SWILL BE OF PRECAST REINFORCED CONCRETE (OR EOUAIJ. THE LAND SURVEYOR'S INKED SEAL OR • \ / 4.5. A 10' min. DISTANCE BETWEEN min. DISTANCE BETWEEN LEACHING POO SS AND SHALL WATER LIE SHALLEB MAINTAINED. ALL BE TO BE A VALID TRUE COPY. EMBOSSED SERI. SHALL NOT BE CONSIDERED ^ 6. AN e' min. DISTANCEeETiYEEN ALL LEACHRrD POOLS AND SEPTIC TANK SHALL BE MAINTAINED. CERTIFICATIONS INDICATED HEREON SHALL RUN ARED, AND ON HIS BEHALF TO THF \. LENDING ONLY TO THE PERSON FOR WHOM THE SURVEY (y \ ��Cb / ( NGMPANY, GOVERNMENTAL AGENCY AND INSTITUTION LISTED HEREON, ANDS \4 \x� �s / / TITLE CO ,&G VO 70 THE ASSIGNEES OF THE LENDING INSTI- TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. FLA/G 16 THE EXISTENCE OF RIGHT OF WAYS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. P i PREPARED IN ACCORDANCE WITH THE MINIMUM YYY STAIVARDS FOR TITLE SURVEYS AS ESTABLISHED x3-6 2 \ / N O BY THE LI.ALS. AND APPROVED AND ADOPTED \ �LA_ \ / / FOR SUCH USE BY THE NEW YORK STATE LAND Nathan Taft Corwin III / TITLE ASSOCIATION. fjAG 13 ` - - r ' ' ' [1- YY Land Surveyor FLAP • Successor To: Stanley J. Isaksen, Jr. L.S. Joseph A. Ingegno L.S. N 81• "` 1 0'22„ y� Tiitle Surveys - Subdivisions - Site Plans - Construction Layout W 29 l J PHONE (631)727-2090 Fax (631)727-1727 81-07 Nq OFFICES LOCATED AT kWUNG ADDRESS N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 i \ o •�'lG►�� Avj \ � LST '�.•.I STEEL OR WOOD \ of POST (TYP.) 9y FILTER FABRIC WITH WIRE SUPPORT EXISTING LOT COVERAGE OVER PROPOSED LOT COVERAGE OVER \ 15' �OF WAY UPLAND AREA (46,203 sq. ft.) UPLAND AREA (46,203 sq. ft.) RIGHT SURVEY OF 10' MAX. O.C. SPACING--,,,".,, DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE 356'pp' /\ w P/O LOT 246 EXISTING 'HOUSE 1,579 sq. ft. 3.4X EXISTING HOUSE 1,579 sq. ft. 3.4X / •Zp ee $0 • `� BRICK a SLATE PORCHES F 5 7�2� .�+ AMENDED MAPA OF ., :• '.• ! ,� Nik STEPS 797 sq. ft. 1.7X PROPOSED ADDITIONS 400 sq. ft. 0.9% LOT 26 NASSAU POINT • . .• '• ' ' .• PAVER PATIO 406 sq. it. 0.9X PROPOSED GARAGE 681 sq. ft. 1.5X / / OWNED BY :f ..: :�.. :. Flow WOOD WALK do DECK 776 sq. it. 1.7X PROPOSED PORCHES 1,732 aq. f+. 2.7x b NASSAU POINT CLUB PROPERTIES INC. TOTAL EXISTING 3,558 sq. ft. 7.7X EXIST. WOOD WALK do DECK 7716 sq. ft. 1.7X / / / ^� FILE No. 156 FILED AUGUST 16, 1922 • / ••'•' ~ i• �`"'" TOTAL PROPOSED 5,168 sq. ft. 11.2X / A SITUATE ATTACH FILTER FABRIC SECURELY TO UPSTREAM SIDE OF POST / / CUTCHOGUE J 'L1• / / Q TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SILT FENCE DETAILS S.C. TAX No. 1000- 111 - 14-30 NOT TO SCALE SCALE 1 "=20' NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO / DECEMBER 16, 2009 MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER / AUGUST 31, 2011 ADDED PROPOSED DECK EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED OCTOBER 5, 2011 REVISE PROPOSED DECK SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW / ��' SEPTEMBER 19, 2013 UPDATE SURVEY NOVEMBER 13, 2013 PROPOSED HOUSE OFF-SITE TRANSPORT. / �� / O FEBRUARY 7, 2014 ADDED ADDITIONAL PROP.DRAINAGE AREA = 50,504 sq. ft. �. (TO TIE LINE 1 .159 ac. 36" HIGH POLE (MIN.) FILTER CLOTH ATTACHED TO & BULKHEAD) » w / = OST / STEEL OR WOOD P 6 X 6 WOVEN WIRE FENCE Z FLOW 6 3� Z CERTIFIED T0. 0o / j NICHOLAS AND BARBARA PALLANTE CITIMORTGAGE, Inc. N/0/F / ALPHA ABSTRACT COoMBE C00)(13E W TITLE No. ALP11395 \\��\ ?• �� �� ROO COR EW%G x Ld Q s :€ 215. �o 1m v � LISE % LOT 24 t_ / \j\\ P/0 47.03 r NOTES, to �\ �'\\� 4" X 6" TRENCH 2 ` / 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM W/ COMPACTED N FDUND % 12.4 I I' / / 3 EXISTING ELEVATIONS ARE SHOWN THUS: iu \\ BACKFILL �► +� EXISTING CONTOUR LINES ARE SHOWN THUS: - - - -10 - - - - iWIRE UXI ^firo TEST HOLE DATA _N =GUY pOLE L #290 O ` b F.FL. - FIRST FLOOR I N (TEST HOLE DUG BY�tcDONALD GEOSCIENCE ON JULY 5, 2013) G.FL. - GARAGE FLOOR 9, _ j• / ELEV. 10.9' B.FL. - BASEMENT FLOOR TRENCH DETAIL N 7 3 `O w 1La x I Bt1 K s~a I BROWN SILTY SMD SM T.S. - TO M BULKHEAD BULLKKHEAD I DAN�Y T W. TOP OF WALL �_ / : A' \66' ' 2' B.W. - BOTTOM OF WALL / ZZ I 1 •1Z7 1 � / I PALE BROWN FINE SAND SP 2. PROPOSED SEPTIC SYSTEM FOR 5-6 BEDROOMS � °ROW of wood � I Q' �- 22' O � I � �I Z D OIC p •' • '•' •'• Zs AP PROPOSED FUTURE 50% EXPANSION POOL I 1 I 4. f t3.6 ? 123 3 I I TO B xVERIFIEDDAL WETLANDS BOUNDARY I I ......... - . y• a. •-. - '.� I \ BROWN SILTY SAID SM I :. :.::.:. ::::i:: :; '• ' --,. d PROPOSED 8' DIA. X; 4' DEEP LEACHING POOL 4 'I I I '': ::::,::::;.F� .,.?:i:::::�::?: ::} ' �:• :b J •, _ •.•pE•RpVRltppOSSETvONE. /E Al • . 1;;-W ELEV. 1,r P BROWN PNDMMLIM SMA sPVi - - 3 sBLILKH EAD GROUND WATER PROPOSED 1,500 GALLON SEPTIC TANK S I ID :a ' `:;:a. .;..:. 1 ,9:?: a Ocsi cu I OUTSIDE ISR _.f �1 x f3.6 3� ss ( �' IN X15A / / I � / � ` pAIERBRROWN FINE TO MEDIUM SANG SP 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD -•• ' OBSERVATIONS AND/OR DATA OBTAINED FROM 'OTHERS. 4,S �� :, � FIZD �WaY::•t:•::i:•i:'i.:.i:.: BRICK j� � G 49,3 9 i I 4'x4 INv ` '`' ¢S ' ' or+c• ;•''� 4. FLOOD ZONE INFORMATION TAKEN FROM: ,� PORG K i� ��1 1�a ��" 9-, A € I I IPOOL r-oR I ....... / FLOOD INSURANCE RATE MAP' No. C\1 S ,r 3610300502 H �N A o I N I " ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 76o _ '� 0 A 3 3 49„ E W I I Z '^ I FFl 57.5 ^��„P � ZONE' X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. 3.30 4H_ ILK. I i _ G i ,,., O /� • ; N `86*,47' 1 2" E � � � I � I K � CONI � 1-1/2 STORY BRICK SIN\POR EXISTI $ • 2 .64, I a I wAlls HOUSE k GARAGE DRIVE Y I \ WOOD\ DECK I +3:3•:;*�'4.9' k. ::•::•:: 7 244 / \ I WOOD WALK I/ / 'It :.::::::::. o ` 1 FU _-__-- 6 0 �� _ DETAIL A ..... GRAVEL �� XZ 1 / I / 21.8' \ 11-4 �� 2% -------- J " v PROPOSED SEPTIC SYSTEM DETAIL --�� 1 I I 00 COW-- 4\X I y O� (NOT TO SCALE) PALER \Q' HOUSE TOP BURIED � F.FL 18_t• 4' DEEP max. FINISHED //!:4 .14G� / / ✓ / I I EDGING �` l / 12.3 PRECAST RE]NFORCED CONCRETE COVER FINISH GRADE _ �ti MIN. IN 4' dia DEEP min. 2' DEEP max. CAST SDN COVER TO GRADE ELEV.ltn FURTHEST LEACHING POOL X �� dla. LOCKING. WATERTIGHT t BISECT PROOF 5 cAsr IRON PIPE 20"min 'min. �+• 4' �• TOP 11.4' 2'max. �;� r / xza X X I I S�-KGt} � / OFA 3 POOL SYSTEM �_U / w / \pROPO IN6, / , PTTCFIED 1 4' 1' TOP ELEV.11.fl PITCHED 9/B'/1' \x� / X�.Z I ON6 LIMIT OF CLEAR E � OS -~ OWL k �,�N n,In N O \ �X54 X % /� X12.0 INVERT .� � T • 4• dia . SANp �� COLLAR - �� / ELEV.14.r ■ ELEV. 1 D_1• PIPE a,. tql FLOW / I XL9 \ \ '__ - 1a_2 a 4. 19 6FLAG 20 w I ( � � 3 GROUND WATER -,,.FLAG 21 ELEV.AZ ELM is I I X x -�'Fiwc-rs� - _ - 4 SEPTIC TANK (1) I I\ XM / _X 1. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 TO 6 BEDROOM HOUSE IS 1,500 GALLONS. t �.1 / /G / 1 TANK; 8' DIA X 5' EFFECTIVE DEPTH X OT 2¢6 / oeXU / / 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,00D psi AT 28 DAYS. ` \ O IJ / / , 3. WALL THICKNESS SHALL BE A MINIMUM OF 3% A TOP THICKNESS OF 6"AND A BOTTOM THICKNESS OF 4'. LEACHING POOLS (3) UNAUTHORIZED ALTERATION OR ADDITION ALL WALLS, BOTTOM AND TOP SWILL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 per. TO THIS SURVEY IS A VIOLATION OF 1/ P/ / FUG 1 / / " 7 1 •4 4. ALL JOINTS SHAM. BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM For A 5 TO B BEDROOM HOUSE IS 4DO sq ft SIDEWALL ARM SECTION 7209 OF THE NEW YORK STATE . FLAG / /� BT 56'58 w S ONEA MIINIMUMM3'THICK BED OF COMPSHALL BE INSTALLED AT LEVEL ACTED SAND ALL DIRECTIONS OR PEA GRAVEL. A MAX. TOLERANCE OF 11/47 2. LEACHING POOPOOLS; 6' LSARE'TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EOLML) EDUCATION LAW. `\ \ S 6. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE WUNTAINED. LEACHING STRUCTURES. SOLID DOMES AND/OR SLABS. COPIES OF THIS SURVEY MAP NOT BEARING 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). THE LAND SURVEYOR'S INKED SEAL OR 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. EMBOSSED SEAL SHALL NOT BE CONSIDERED 5. AN 8' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. � � x•� / � / 1.7 / O TO BE A VALID TRUE COPY. e S. AN B' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. CERTIFICATIONS INDICATED HEREON SHALL RUN \ } <LAG\j0 F� x / / / ►�� IS ONLY PREPARED, AND ON HEIS BEHALF WHOM TO THEY \ w / / TYPICAL STO R M WAT E R UNIT DRAINAGE srsTE�[ cA ;CUUMNS: TITLE COMPANY, GOVERNMENTAL AGENCY AND \�x G�S�G / / (NOT TO SCALE) q, LENDING INSTITUTION LISTED HEREON, AND lr PROPOSED FRONT ADDITION AND GARAGE AREA: 1,000 s ft. To THE ASSIGNEES OF THE LENDING INSTI- \ Q 1,000 sq. ft. X 0.17 = 170.0 CU. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE ✓T,�Py 170 cu. ft. / 42.2 = 4.1 vertical ft. of 8' dia. leaching pool required 21 \\ ` \ `}� � FLAG 16(/ / / FINISHED GRADE 6' THICK REINFORCED CONC. COVER-O• PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS \\\ \ ?o4ti x� 80 / 1 PROPOSED FRONT PORCH 1/2 EXISTING HOUSE AREA: 1,300 sq. ft. THE EXISTENCE OF RIGHT OF WAYS X / / LAG�41 /�`y' max) AND, N EASEMENTS OF RECORD, IF 1,300 sq. ft. X 0.17 = 221 cu. it. ANY, NOT SHOWN ARE NOT GUARANTEED. \ 221 cu. ft. / 42.2 = 5.2 vertical ft. of 8' dia. leaching pool required FROM GUTTERS PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS -0" PROPOSED BACK PORCH, REAR ADDITION AREA AND 1/2 EXISTING HOUSE: 2,100 sq. ft. \ X 2 N 2,100 sq. ff. X 0.17 = 357 cu. ff. PREPARED IN ACCORDANCE WITH THE MINIMUM W 12 \ � STANDARDS FOR TiTLE SURVEYS AS ESTABLISHED •� �i`^� \ / • 357 cu. ft. / 42.2 = 8.5 vertical ft. of 8 dia. leaching pool required BY THE LI.A.LS. AND APPROVED AND ADOPTED Nathan Taft Corwin III 1►G 13 / / / \„/ PROVIDE (2) 8' dia. X 6' high STORM DRAIN POOLS TITLE AAssoc�DN THE NEw,YORK STATE LAND ,4j to F _ 5g o PROPOSED NEW DRIVEWAY AREA: 1,500 a ft. '� Land Surveyor _ "FDIC t5�� / LEACHING RINGS �' }`a •�� ALLSAROUNT)4' - 1-1/2" STONE 1,500 aq. ft. X 0.17 = 255.0 cu. ft. c FT ` �FLAG��"� �L wj IRFl4C)p PSI 0 288DDA SONO' 255.0 cu. ft. / 42.2 = 6.0 vertical it. of 8' dla. leaching pool required � •�� Co �� 4 3'-0" ;Y 3'-0" PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS / (D (min.) N 81• 4" (min.) x}f � '� � Successor To: Stanley J. Isaksen, Jr. L.S. >' / s• *:<'.{,. Josep A. Ingegno L.S. �2» 2� PROPOSED 8 DIA. X 6 DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: e'; w; - ' w A; `:. Title Surveys - Subdivisions - Site Pians - Construction Layout 81.07 o f .'t =':�." r PHONE (631)727-2090 Fax (631)727-1727 E ' •yu y,`;..,- ;�, OFFICES LOCATED AT MAILING ADDRESS GROUND WATER (..G Y.S. Lic. No. 50467 1586 Main Road P.O. Box 16 Jamesport. New York 11947 Jamesport, New York 11947 - 3 LpT 22 7 STEEL OR WOOD \ OP FILTER FABRIC WITH WIRE SUPPORT POST (TYP.) EXISTING LOT COVERAGE OVER PROPOSED LOT COVERAGE OVER \ \ 15 V I) WAY UPLAND AREA (46,203 sq. ft.) UPLAND AREA (46,203 sq. ft.) gIGgT OF • SURVEY OF 10' MAX. O.C. SPACING ,�DESCRIPTION AREA X LOT COVERAGE DESCRIPTION AREA X LOT COVERAGE 356'0 EXISTING HOUSE 5 ssq. n w P 0 L 0 T 246 1, 79 . ft. 3.4% EXISTING HOUSE 1,579 ft. 3.4% , / - qp • ' BRICK & SLATE PORCHES 797 sq. ft. 1.7Y. PROPOSED ADDITIONS 400 sq, ft. 0.9X / Foy oN• S 14 24 2 AMENDED MAP `A " OF " • : ,r & STEPS / cONc LpT 226 NASSAU POINT PAVER PATIO 406 sq. ft. 0.9% PROPOSED GARAGE 681 sq, ft. 1.5% / / / OWNED BY ' •'` '. .�' • •:°•• .• FLOw WOOD WALK & DECK 776 sq. ft. 1.7X PROPOSED PORCHES 1,732 sq, ft. 2.7% NASSAU POINT CLUB PROPERTIES '� :�•.• ' • • • • '•'•:' INC. ° ^ :. r ,;•:• "° :j�•�. TOTAL EXISTING 3,558 sq. ft. 7.7% EXIST. WOOD WALK & DECK 776 sq. ft. 1.7X / / / ^� FILE No. 156 FILED AUGUST 16, 1922 4 • ••' , ', ; °�; �•,° : : '.' . . f TOTAL PROPOSED 5,168 sq. ft. 11.2%. ATTACH FILTER FABRIC SECURELY / SITUATE �° .•. .'.:. TO UPSTREAM SIDE OF POST / CUTCHOGUE Q TOWN OF SOUTHOLD SILT FENCE DETAILS / SUFFOLK COUNTY, NEW YORK NOT TO SCALE / / / S.C. TAX No. 1000- 111 - 14-30 I SCALE 1 "=20' NOTES: SILT FENCE SHALL BE PLACED PARALLEL TO SLOPE CONTOURS TO / DECEMBER 16, 2009 MAXIMIZE PONDING EFFICIENCY. INSPECT AND REPAIR SILT FENCE AFTER / AUGUST 31, 2011 ADDED PROPOSED DECK EACH STORM EVENT AND REMOVE SEDIMENT WHEN NECESSARY. REMOVED OCTOBER 5, 2011 REVISE PROPOSED DECK SEDIMENT SHALL BE DEPOSITED TO AN AREA THAT WILL NOT ALLOW �� / SEPTEMBER 19, 2013 UPDATE SURVEY HOUSE OFF-SITE TRANSPORT. / �� / O FEBRUARYV�MB 014 1 APROPOSED 2013 ADDED ADDITIONALPROP.DRAINAGE APRIL 2, 2014 Rt1/ISED PER S.C.D.H.S. NOTICE OF 03/18/2014 tiG AREA = 50,504 sq. ft. 36 HIGH POLE (MIN.) FILTER CLOTH ATTACHED TO (TO TIE LINE 1 ,159 CIC. STEEL OR WOOD POST 6" X 6" WOVEN WIRE FENCE _ p�' /�2 �y & BULKHEAD) r0 3Q FLOW / do- ` J w ,sir, s �Y CERTIFIED T0: °.-° � �`' NICHOLAS AND BARBARA PALLANTE k / �,;•.� Q CITIMORTGAGE, Inc. /O/F `'�''r' �' to g / ALPHA ABSTRACT <.< rn %\�\�\Xy ROG R ,00913E CpoMBE i�;�' �� � / TITLE No. ALP 1 1395 �� �� & )RINSESING . DWE�C W a�c.r 0 �� ;c� c At��ii USES Pu 47 o o �C'G�t �iS" uC'�14� p LOT 2461r y i m rn �, 2 N' / j\ �\ LOCO P/ " ; =J� mg o I 0 00 `O A�`� to ��j 4" X 6" TRENCH ,0 �4�,t ,�- JIB ` ' o� � ', ,� .o / NOTES: fo� �, 1. ELEVATIONS ARE REFERENCED TO N.G.V.D. 1929 DATUM W/ COMPACTED o Or ppgpVAL• FouwTt P'P ,2.4 3 EXISTING ELEVATIONS ARE SHOWN THUS: 1o.D \\ BACKFILL �OFt �-� `" Po m � EXISTING CONTOUR LINES ARE SHOWN THUS: - -10 - - - - WIRE_ 9Do , XI w�� o TEST HOLE DATA - POLE .y I Z d N • " F.FL. - FIRST FLOOR • �� dp / o EXCAVATION INSPECTION REQUIRED (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JULY 5, 2013 TRENCH DETAIL g 3g�3 _- �'3Is 0) FOR SANITARY SYSTEM ELEV. 10.9• � TB. GARAGE FLOOR t B.FL. - BASEMENT FLOOR m m .� 0' T.B. - TOP OF BULKHEAD O� W N / 11.a x I BLOCK $O, �' =115 ff3Y H°ACTH DEPART 'NT BROWN SILTY SAND SM B.B. - BOTTOM OF BULKHEAD an= I 6.7 I I !r! C-wjOpA a _�6, r -t` I IQ. l y 2' B.W. - BOTTOM OF WALL G 0 1 I) •'_ ' 2 In� o oW of WOOD 7°� / �1 _ /� 22, O :; , 7 o y I PALE BROWN FINE SAND SP 2. PROPOSED SEPTIC SYSTEM FOR 5-6 BEDROOMS z \ R / I t r 4� I j° fiI l I 2.5 loll ' e PROPOSED FUTURE 50% EXPANSION POOL I I Oqe. a •. •�Q 13.6 �� • 12.3 OZ \ I I APPROXIMATE TIDAL WETLANDS BOUNDARY S, • ° > y\ VERIFIED BROWN SILTY SAND SM N I '•"' ?: }} '::�..��.:•.:...•:i.•:'a..:�^:....: •. •� ° ._�•.._. .' --•Q• �I[• d. ,p ! 1 . I / 1 I !:'•:' ..: .:.::: . •. . 1 .. ' e _� I` cn PROPOSED 8 DIA. X (• DEEP LEACHING POOL •:::: : iCii:i: /'. t ° ' •P .y1GU5 STON ..,. .�' !� �� 9• '+. •'' .....PRS ...•....... ♦t�• - PALE BROWN FINE'0 MEDIUM SAND SP ...... : :/. . . °fit .DRIVEWAa• ' ¢ ` / \ re p ELM '1.7' 9�. O w ! .......................................t� .. • r f \6T9 WOOD GROUND WATER ;ED • 11 746 +•_ ._ _,, ._ -k C5 1 BULKHEAD PROPOSED 1,500 GALLON SEPTIC TANK N S x I I OUTSIDE HER _ :::: :: ::: - / 13.6 �� I `9 • I-. irrx- . / 'T p ` r WATER IN �V i� I 15.4 / 1 S � I •••••••••••••••••••• x � I � WATER COUNTY DLPARTtAEPlT OF HEATH SERVICES PALE BROWN FINE To MEDIUM SAND SP 3. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD cv 5 r ::::: '::: sR;cK IG / OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. 49 9'' s $< I PR OSED „}c::: :::: G� PERMIT FOR ArPF OVAL OF CONSTRUCTION FOR A 4'x4' LE G IN6 ::: P :::: PRODS - NC• $ +�► ••� 4. FLOOD ZONE INFORMATION TAKEN FROM: J VJ I /° Sil\SLG FAMILY �;E�;.��tace c�AlY FLOOD INSURANCE RATE MAP No. 3610300502 H N J c g I I POOL FOR O R Gp�RE PORG CK eR { TLB y x `�D "� I ^' I I .'' !' /� �� P ,o.e op 17 ZONE AE: BASE FLOOD ELEVATIONS DETERMINED 76 o I I o o _ �. PosT APR 3 0 2014 c ; ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. O ^ r� 3' 4'r]'s tD �� I m m I :.:.. ....:..' 57.8' es m DATE I1.,�. REF, Fv0• IL C>C� 33. 7��E 67.2' - -� F.FL. 1$12 FIGIAN G �Q_� __�.1 APROFP �H 7 ^ G \ eFLAG 4 • fe 9192 I� 'T R' x I ' BLK. 1 _X� APPROVED / � � Y N.L.' N 86 47 12 E o I I RtC CONC 1-1/2 STORY BRICK DRgIN1POR EXISTIN $ u � FLA 2,64' oZ I os I WALLS HOUSE & GARAGE pRI� Y o� FOR h9AXIh1U67 OF �1:DFOflMS p� / ( X 1 \ I I " O � EXPIRES THREE YEARS FROM DATE OF APPROVAL Z`4 I X00 DEC I �a1 3.3' 4 k,( 3.2' ��°� 4Z m 1.4 + �1 K a ::'•:::..'� 4.9' to �\ w4G4 1 ' ` I FLA WOOD WALK 1/ / / 16.9' io :. .. .:........... :. :::::: _ / --------GRAVEL ____ �, X� / 21.6 11.4 DETAIL A / I/FLA. PROPOSED SEPTIC SYSTEM DETAIL -semGP P RGH CONv \ I y 4,y�3 �� (NOT TO SCALE) PAVFF 45_ J/ � 3/. \ RI / O / n 9 � HOUSE TOP BURIED S F.FL 18,1 4' DEEP max. FINISHED GRADE 1 EOC {O / PRECAST REINFORCED CONCRETE COVER Ems' FINISH GRADE / FUG 7 I I I \ ts.o - / �Ci / ry�3 14° //-CAST 24•dia. LOCKING, WATERTIGHT do INSECT PROOF BURIED 1' DEEP min. 2' DEEP max. ELEV.34 IRON COVER TO GRADE FURTHEST LEACHING POOL MIN. 4• dia. �- -min. X� X64 6.8X I I TOP 11.4 x• f. 3 �L�Y'���5 rn � � O CAST IRON PIPE 20'min 0"min. MIN. 4 dia. E 2'ma � 3 OFA 3 POOL SYSTEM / X� \pROP05ED- ,1 / PRCHED 1 4. 1' TOP ELEV. 11.9 APPROVED PIPE 14,C, I_I 41T OGROLR•t, DISTURBP=GE � ��5� , I PITCHED 1/B'/1' IN • // I 1 14 x / INV. EL N c - 4' dia. 5� 01 ° CROSSOVER COLLAR r ..«�`.:,...,.,F..._p.l�•., , ._.a oz+. .- 10 12.0' INVERT � ELEV. 10.7• 'Oi. E�10.1 PIPE • ae tom y�'„a /O 8 ' BAFFLE BOTTOM I FLaG r x _ _ : / _ , _ _ ,, ELEY. 10"2 w APIR 1 - n 19 �� �/ 6 I 6'-+I e'-� r r n �� LAG 20 I BOTTOM 3 GROUND WATER „IJI-F.CO.HEALTH I TI'S �1� GS _ ELEV.JZ LB i I x `��� 3.2 ` - - - - - - FLAG 21 " m x&5 -�FLAfc-TSB / I 4 5 Ct be in SEPTIC TANK (1 ELEv.�.z (I;' [ 10 S�F'a' . (f�.�n a Gs I. T. 1.6 1 e}_1Stin'Sanitary Y'--- 1 m�1g -- `x Aban o 9 v. •-srn l%1( '.1117 ; �?°�dri#��b�ig� 1. MINIMUM 8'SV`TICDIA TANK CAPACITIES FORA 5 TO B BEDROOM HOUSE IS 1,500 GALLONS O _ _ -- - comforr^. "•cc lit,, eg,�<<.., z I TANK; 8' DIA X 5' EFFECTIVE DEPTH / X� / � � "� � � � nc proof 2. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 •i AT 28 DAYS 41 � G FLAG P/O LpT 2q-6 / / FLAG y / / - - - 7 1 4$' corn ldcd fon: �v�,1� -,�;G=---•-�`' 3. WALL THICKNESS SHALL BE A MINIMUM OF 3•, A TOP THICKNESS OF 6P AND A BOTTOM THICKNESS OF 4•. LEACHING POOLS (3� UNAUTHORIZED ALTERATION OR ADDITION P ALL WALLS. BOTTOM AND TOP SHALL CONTAIN REINFORCING TO RESIST AN APPLIED FORCE OF 300 "f. TO THIS SURVEY IS A VIOLATION OF ,� `A' ' 4. ALL JOINTS SHALL BE SEALED SO THAT THE TANK IS WATERTIGHT. 1. MINIMUM LEACHING SYSTEM FOR A 5 TO 6 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. SECTION 7209 OF THE NEW YORK STATE / Y�1 3 POOLS; 6' DEEP, 8' dia. EDUCATION LAW. �0� \ / /' / / S 82.56 rj$ 5. THE SEPTIC TANK SHALL BE INSTALLED AT LEVEL IN ALL DIRECTIONS (wrr11 A MAX. TOLERANCE OF at/4' ON A MINIMUM 3• THICK BED OF COMPACTED SAND OR PEA GRAVEL 2. LEACHING POOLS ARE TO BE CONSTRUCTED OF PRECAST REINFORCED CONCRETE (OR EQUAL) B. A 10' min. DISTANCE BETWEEN SEPTIC TANK AND HOUSE SHALL BE MAINTAINED. LEACHING STRUCTURES, SOLD DOMES AND/OR SLABS. COPIES OF THIS SURVEY MAP NOT BEARING �. �� / 3. ALL COVERS SHALL BE OF PRECAST REINFORCED CONCRETE (OR EQUAL). THE LAND SURVEYOR'S INKED SEAL OR 4. A 10' min. DISTANCE BETWEEN LEACHING POOLS AND WATER LINE SHALL BE MAINTAINED. EMBOSSED SEAL SHALL NOT BE CONSIDERED 5. AN 6' min. DISTANCE BETWEEN ALL LEACHING POOLS SHALL BE MAINTAINED. TO BE A VALID TRUE COPY. \ \ BJ�04� X / // •`O 6. AN B' min. DISTANCE BETWEEN ALL LEACHING POOLS AND SEPTIC TANK SHALL BE MAINTAINED. CERTIFICATIONS INDICATED HEREON SHALL RUN IS PREPARED, AND ON HIS BEHALF TO THE ONLY TO THE PERSON FOR WHOM THE SURVEY ;` TYPICAL S T O R M W AT E R UNIT DRAINAGE SYSTEM CALCULATIONS: TiTLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND X 44;,96,, / / / (NOT �0 SCALE) PROPOSED FRONT ADDITION AND GARAGE AREA: 1,000 sq. ft. TO THE ASSIGNEES OF THE LENDING INSTi- r¢ ti0 yY 1,000 sq. ft. X 0.17 = 170.0 cu. ft. TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �Gzir / 0 170 cu. ft. / 42.2 = 4.1 vertical ft. of 8' dia. leaching pool required \\OFO \ Al '0 FLAG 16!/ / (� FINISHED GRADE -6" THICK REINFORCED CONC. COVER PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS �6 s;L►GN-1 'Q�4i, X x�4 �F / / N 1'-X. PROPOSED FRONT PORCH 1/2 EXISTING HOUSE AREA: 1.300 sq. ft. THE EXISTENCE OF RIGHT OF WAYS \ TFO / y (max') 1,300 sq. ft. X 0.17 = 221 cu. ft. ANYAND, NOT SHOWN ARE OR EASEMENTS FNOTCGUARANTEED. \ Y 221 cu. ft. / 42.2 = 5.2 vertical ft. of 8' dia. leaching pool required FROM GUTTERS PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS \ \ x s\ I y e�-0" PROPOSED BACK PORCH, REAR ADDITION AREA AND 1/2 EXISTING HOUSE: 2,100 sq. ft. \ LAG 12 \ / N 2,100 sq. ft. X 0.17 = 357 Cu. ft. / q PREPARED IN ACCORDANCE WITH THE MINIMUM •�j \ , ISHED 357 cu. ft. / 42.2 = 8.5 vertical ft. of 8' dia. leaching pool required BY�THERLI.A.LS. AND APPROVED DS FOR TITLE SURVEYS AAND ADOPTED \ •ELAG 13 / / / 4 PROVIDE 2 8' dia. X 6' high STORM DRAIN POOLS p FOR SUCH USE BY THE f1EW YORK STATE LAND Nathan Taft Corwin III ( ) g TRLE ASSOCIATION,+- "^ o PROPOSED NEW DRIVEWAY AREA: 1,500 s ft. y0 t4rs, Land Surveyor CRUSHED 3/4' - 1-1/2" STONE r LEACHING RINGS q' r f` \N y • ALL AROUND 1,500 sq. ft. X 0.17 = 255.0 cu. ft. }�r rT- % `�` FLAG 1 Dc O REINFORCED PRECAST CONC. , r. • p . T "�- ha 1 4000 PSI 0 28 DAYS 255.0 cu. ft. / 42.2 = 6.0 vertical ft. of 8 dia. leaching pool required _X t �,� ;� v 3'-0" 3'-0" t N _ - = `� PROVIDE (1) 8' dia. X 6' high STORM DRAIN POOLS �^ < , `:'; 81• Gj (min.) 4- (min.) ` ��4° ,,., /° -, Successor To: Stanley J. Isaksen, Jr. L.S. / ',,s't' - @ - Joseph A. Ingegno L.S. 0 22" w ! PROPOSED S' DIA. X 6' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS. �' ° 2_0 k .y Title Surveys - Subdivisions - Site Plans - Construction Layout 81-07' o k` ' � '�''� PHONE (631)727-2090 Fax (631)727-1727 ;; OFFICES LOCATED AT MAILING ADDRESS 1, GROUND WATER �L. N, ��. N.Y.S. Lic. No. 50467 1586 Main Road P.O. Box 6 Jamesport, New York 11947 Jamesport, New York 11947 i ' \ RjC�T Fz1Q61 \ \ `9y \ 1 5, w F WAY RIGHT SURVEY OF /\ 356'°° W P/0 LOT 246 AMENDED MAP `A " OF LOT 226 NASSAU POINT 0 WNED BY / °^� NASSAU POINT CLUB PROPERTIES , INC . I FILE No. 156 FILED AUGUST 16, 1922 SITUATE / CUTCHOGUE / O TOWN OF SOUTHOLD / SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 111 - 14-30 SCALE 1 "=20' / DECEMBER 16, 2009 / AUGUST 31, 2011 ADDED PROPOSED DECK OCTOBER 5, 2011 REVISE PROPOSED DECK SEPTEMBER 19, 2013 UPDATE SURVEY NOVEMBER 13, 2013 PROPOSED HOUSE FEBRUARY 7, 2014 ADDED ADDITIONAL PROP.DRAINAGE APRIL 2, 2014 REVISED PER S.C.D.H.S. NOTICE OF 03/18/2014 A� DECEMBER 30, 2014 FOUNDATION LOCATION MARCH 6, 2017 FINAL SURVEY OCTOBER 17, 2017 LOCATE DRIVEWAY METAL EDGING AREA = 50,504 sq, ft. SEPTIC SYSTEM TIE MEASUREMENTS ' Q � 3 / (TO TIE LINE) 1 .159 ac. , HOUSE HOUSE / & BULKHEAD CORNER A CORNERSEPTIC B V COVER TANK 54, 17' / 0' / CERTIFIED TO: a NICHOLAS AND BARBARA PALLANTE LEACHING POOL t N/O/F BE COVER 1 48' st' / CITIMORTGAGE, Inc. ROGER COCOOMBE COVERI2 POOL 61' 44' 4 W / ALPHA ABSTRACT ORINNE 3 '� a TITLE No. ALP11395 & C D PUSUCNWATER COVER13 IN3G POOL 60' 28' IF 47' Z z USES LOT 246 � 1 215• N'N P/ 1 0 / I1 47.03r NOTES: / / � ' 1 . FLOOD ZONE INFORMATION TAKEN FROM: o FOUND PIPE ILI Zg LE / / FLOOD INSURANCE RATE MAP No. 36103CO502 H GUY WIRE LIL # ZONE AE: BASE FLOOD ELEVATIONS DETERMINED POLE Nrca b ZONE X: AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN. CURBING UTILITY I O" E BELGIUM BLOCV 39 ° N 79 (3) LEACHING 3 02 POOLS _ ® LANTI GS co � u,o 1 SEPTIC CONC. PAD ® TANK Z o FOR GENERATOR O \ B Pic s m \ METAL EDGING/ APPROXIMATE TIDAL WETLANDS BOUNDARY\ \ I TO BE VERIFIED ° I 60.6' � � -- 28.1 \ tJWOOD STOOP GRAVEL DRIVEWAY \ }', I & STEPS \ \ 0) LID 3 v�" \ WOOD BULKHEAD S I —_OUTSIDE S B.1a.1' BELGIUM BLOCK CURBING 6,S° SHOWER3Q ` PAVERS DOD D � J is � STEPS 60.0' -o JJ N 4.1g� m ^' A OOD PORCH s, 0 r- V R00 OVER W N - NSIP N � o `er WN,L • Z -SMP 7 n 76',31 , " j =Z o � I Z z W00&STOOP STEPS � > 21.4 f " W —� W aY 2 POST c 4 g �' �v b. I m I? 0 16.1 N 3 4 BELGIAN O� F 33• O ijW I m x z o BLK. APRONS 39FCF SUFFOLK C,..;�, 'DEPARTMENT OF H::AITH'r:f •,' D f Rl f P Y O , \ FLAG 4 A' Q 6°47' 1299 ' 1 2" E _ 9� i - I WOOD DECK v 2 STORY FRAME 1.5' � ° 2 z I- ' r FLA 1`t C7 64� ,M I _ HOUSE & GARAGE UNDER `" ` A SINGLE FAMILY RESIQENC2z M• 29. v — — z� _� AnFROVA!_OF CONSTRUCTED4"Q';Y�l�E? \ I 55.BS_ _ _ 24 1 \ Wool) BRICK WALL - 1.5' SAO m $ ` �y pp < DECK I & WALK hE wq(C Qom ZOIC F� 1 2010 H.S.Ref.No. A I-D Z n Tim;t"5C,•+n eln r1 8'!f�"!,,sr syr^!-, e c WOOD WALK -- I 36.2' m c D Fu, I �, � _, "po"<. y fac�":`•s at�'s / -___---_GRAVEL --- -l CHIMNEY Ni 21.1' F fNC �� 11E"—'I IV-`Or C�`.f�4*01 Gy V3 Depnte ne-it or". r /FLAG 6 FLAG 2Q f / t \ 3 B£E ROOF OVER WO PORCH o \ \2 "!t^a.r•,Myyf•OFZ.AIIA.r�JCI'�..R�.'�F,�� / 65.4' 0\ / / OOD STEPS \3�.,3• O O� \ O'",e of V!:?4 tester MG...�.,,..�.:,:., STOOD EPS PAVERS I PAVERS �- \\77.. / FLAG 7 PVC PIPE I UNDERGROUND ANE TANKPCAP ase® m w iO n l I� O / � N / FLAG 8 +� FLA 19 –�L.��LAG 20 11;,.e 2 jr — ---,.,FLAG 21 I y, FLAG 18 f y K I"" \ �� .�� 'z...�......�.�.�.��...a� UNAUTHORIZED ALTERATION OR ADDI P/O LOT 246 FLAG 17 71 .48 TO THIS SURVEY S A VIOLATION OFTION \FLAG 9 97 / SECTION 7209 OF THE NEW YORK STATE EDUCA/ S B 2°5 6'5 B COP ESTI OF THIS SURVEY MAP NOT BEARING �'°...:,'"\ THE LAND SURVEYOR'S INKED SEAL OR D � y EMBOSSED SEAL SHALL NOT BE CONSIDERED , \9p 7. O D TO BE A VALID TRUE COPY. t9� F� BJ!p4 218 CERTIFICATIONS INDICATED HEREON SHALL RUN \ycy FLAG 10 `n1'��Fp / O�• ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE los / / TTLE LENDING COMPANY, INSTITUTION GOVERNMENTAL THEREON CYN AND P r & / FEB 1 5 AND 4 O + TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. �Yr G \\F` Glr'�so FLAG 16! / TOWN OF SOUMOLD THE EXISTENCE OF RIGHT OF WAYS \�'m�p r G 11 ?��Eqr� / AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 'P / )✓ 00 s PREPARED IN ACCORDANCE WITH THE MINIMUM •� AG 12 / STANDARDS FORTITLE SURVEYS AS ESTABLISHED FLAG 13 \ / BY THE L.I.A.L.S. AND APPROVED AND ADOPTED Nathan Taft Corwin III / !^^'� FOR SUCH USE BY THE NEW YORK STATE LAND i FLAG 15f / �!V TITLE ASSOCIATION. _ �J Land Surveyor FLA N 8 1° Gj �` `��r ` ri . 0r, Q� Successor To: Stanley J. Isaksen, Jr. L.S. 0 „ w Joseph A. Ingegno L.S. �2 �k,:� a. =� t_ 1 Title Surveys — Subdivisions — Site Plans — Construction Layout 81 . ]' PHONE (631)727-2090 Fax (631)727-1727 OFFICES LOCATED AT MAILING ADDRESS '- 1586 Main Road P.O. Box 16 Y.S. Lic. No. 50467 Jamesport, New York 11947 Jamesport, New York 11947 --�" 29-313 11-14-14, 12 57PM, # 3/ 4 New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 199 CHURCH STREET,NEW YORK,N.Y.10007-1100 Phone:(888)997-3863 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 113372051 LOVELL SAFETY MGMT CO.,LLC 110 WILLIAM STREET 12TH FLR NEW YORK NY 10038 POLICYHOLDER CERTIFICATE HOLDER STRUCTURE TEK CONSTRUCTION INC T/A TOWN OF SOUTHOLD-BUILDING DEPT STRUCTURE TEK MASONRY 54375 ROUTE 25 38 BURCH AVENUE PO BOX 1179 AMITYVILLE NY 11701 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE G 1223 732-7 477288 04/01/2014 TO 04/01/2015 11/14/2014 THIS 1S TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO.1223 732-7 UNTIL 04/01/2015, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION TAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW. IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 04/01/2015 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 30 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. DOMINICK MARINELLI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND (J r• DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www.nysif.comfcerVicertval.asp or by calling(888)875-5790 VALIDATION NUMBER:589318543 U-26.3 11-14-14, 12 57PM, # 4/ 4 STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured STRUCTURE TEK CONSTRUCTION INC.T/A 516-795-4100 STRUCTURE TEK MASONRY 1c.NYS Unemployment Insurance Employer Registration Number of Insured 38 BURCH AVENUE 2401753 AMITYVILLE, NY 11701 1d.Federal Employer Identification Number of Insured or Social Security Number 113372051 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carr ler (Entity being listed as the Certificate Holder) ShelterPoint Life insurance Company TOWN OF SOUTHOLD BUILDING DEPARTMENT 3b.Policy Number of Entity listed in box"Ila": 54375 ROUTE 25 DBL111294 P.0 BOX 1179 3c.Policy effective period: SOUTHOLD, NY 11971 01/29/2014 to 01/28/2016 4.policy covers: a. a All of the employer's employees eligible under the New York Disability Benefits Law b.❑ Only the following class or classes of the employees employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. Date Signed 11/14/2014 B C '�ffl�,G4i y (Signature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insutranee Agent of that carrier,this certificate is COMPLETE Mail It directly to the certificate holder. If box"4b'is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law, It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,20 Park Street,Albany,NY 12207. PART 2.To be completed by NYS Worker's Compensation Board (Only if box'Ab" of Part i has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has compiled with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those Insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1(5.06) 11-14-14, 12 57PM, # 2/ 4 ....... .. ...... SUFFOLK COUNTY DEPT OF LABOR, LICENSING & CONSUMER AFFAIRS HOME IMPROVEMENT CONTRACTOR LICELISE NAME DOMINICK A MARINELLI This-C. ft.-If th4fthe' BUSINESS NAME+']! Ies .. ift'the" -.bearer is-duly ST duly TIE-K-CONSTRUCTION INC licensedd-by the LICOnse Number Date Issued County of Suffolk 28376-H 03/13/2000 Co"asioner EXPIRATION DATE 03/01/2-016 This license is the property of the Suffolk County Department of Labor, Licensing& Consumer Affairs Possession of this license ddes not guarant66 its validity. Additional Business Names License Category GC C. STATE OF NEW YORK WORKER'S COMPENSATION BOARD CERTIFICATE OF INSURANCE COVERAGE UNDER THE NYS DISABILITY BENEFITS LAW PART 1.To be completed by Disability Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name and Address of Insured(Use street address only) 1b.Business Telephone Number of Insured JOE BRUNO 631-337-4049 1c.NYS Unemployment Insurance Employer Registration Number of Insured 15 DRIFTWOOD LANE A138544 SAINT JAMES, NY 11780 1d.Federal Employer Identification Number of Insured or Social Security Number 113461671 2.Name and Address of the Entity requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity being listed as the Certificate Holder) ShelterPoint Life Insurance Company 3b.Policy Number of Entity listed in box"1a` DBL143786 3c.Policy effective period: 03/08/2015 to 03/07/2016 4.Policy covers: a. r;_01 All of the employer's employees eligible under the New York Disability Benefits Law b. ❑ Only the following class or classes of the employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability Benefits insurance coverage as described above. 9 Date Signed 9/3/2015 By Val'4f (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Title Chief Executive Officer IMPORTANT:If box"4a"is checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder If box"4b"is checked,this certificate is NOT COMPLETE for the purposes of Section 220,Subd.8 of the Disability Benefits Law. It must be mailed for completion to the Worker's Compensation Board,DB Plans Acceptance Unit,328 State Street,Schenectady,NY 12305. PART 2.To be completed by NYS Worker's Compensation Board (Only if box "4b" of Part 1 has been checked) State of New York Worker's Compensation Board According to information maintained by the NYS Worker's Compensation Board,the above-named employer has complied with the NYS Disability Benefits Law with respect to all of his/her employees. Date Signed By (Signature of NYS Worker's Compensation Board Employee) Telephone Number Title Please Note:Only insurance carriers licensed to write NYS Disability Benefits insurance policies and NYS Licensed Insurance Agents of those insurance carriers are authorized to issue Form DB-120.1 Insurance brokers are NOT authorized to issue this form. DB-120.1 (12-13) New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 Phone:(631)756-4300 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE A A A A A A 112623417 JOSEPH BRUNO D/B/A JOSEPH BRUNO PLUMBING&HEATING 15 DRIFTWOOD LANE ST JAMES NY 11780 POLICYHOLDER CERTIFICATE HOLDER JOSEPH BRUNO D/B/A SOUTHOLD BUILDING DEPARTMENT JOSEPH BRUNO PLUMBING& HEATING 54375 RT 25 15 DRIFTWOOD LANE SOUTHOLD NY 11971 ST JAMES NY 11780 POLICY NUMBER CERTIFICATE NUMBER PERIOD COVERED BY THIS CERTIFICATE DATE 11339886-2 983569 11/15/2015 TO 11/15/2016 9/3/2015 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO 1339 886-2' UNTIL 11/15/2016, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF SAID POLICY IS CANCELLED,OR CHANGED PRIOR TO 11/15/2016 IN SUCH MANNER AS TO AFFECT THIS CERTIFICATE, 10 DAYS WRITTEN NOTICE OF SUCH CANCELLATION WILL BE GIVEN TO THE CERTIFICATE HOLDER ABOVE. NOTICE BY REGULAR MAIL SO ADDRESSED SHALL BE SUFFICIENT COMPLIANCE WITH THIS PROVISION. THE NEW YORK STATE INSURANCE FUND DOES NOT ASSUME ANY LIABILITY IN THE EVENT OF FAILURE TO GIVE SUCH NOTICE. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY- THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING This certificate can be validated on our web site at https://www nysif com/cert/certval.asp or by calling(888)875-5790 VALIDATION NUMBER: 706302443 U-26 3 JOEBRUN-C4 TGRENNAN ACORO' CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDrYYYY) 9/3/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER License#BR-694786 CONTACT NAME: Tina Grennan MRW Group Inc. PHONE FAX 70 Main Street (AIC,No Ext):(631)271-6600 A/C No): (631)271-6618 Huntington,NY 11743 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A Merchants Mutual Insurance Co. 23329 INSURED INSURER B Joe Bruno Plumbing&Heating INSURER C 15 Driftwood Lane INSURER D St.James,NY 11780-4427 INSURER E INSURER F COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCEADDLISUBR POLICY EFF POLICY EXP LTR INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS A COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE ExI OCCUR X BOP9094350 04/26/2015 04/26/2016 DAMAGE TO PREMISES Ea occurrence $ 500,000 MED EXP(Any one person) $ 15,000 PERSONAL&ADV INJURY $ Included GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO- RJECT LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY + COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE I ER ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? F—] N/A E.L.EACH ACCIDENT $ (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) ' Certificate Holder is included as Additional Insured as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Southold Building Department THE EXPIRATION DATE THEREOF; NOTICE WILL BE DELIVERED IN 54375 Rt 25 ACCORDANCE WITH THE POLICY PROVISIONS. Southold,NY 11971 AUTHORIZED REPRESENTATIVE 4 -%/, c .� ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD 1 -^� Ary,'�.r: .`'�.-i=�1i�.1 l': �'.'���:f!5��•'�6:L ):,�. sr l ;f,S,GFFOLk CO UNTY'DEP,T'OF,LgBOR;. ' a&'L'•ICENSINO '8'CONSUMER`AFFAIRS', MASTER PLUMBERu k ,."'• .' : - JOSEPH.J•BRU'Nb;_:J 'i t,'c•:' .fir' ttlfleS t ;;}•.._Skis ce hat,,the.:L ,'s•x.';JOE '-� tieare�is_duly" 1: BRUNOrPL0 A;HTOa•'.^�'{�Ya' ic.,. S,� .i` .i;, -v-•dt. 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Date 108#: N--ba 181 2013 SHEET NUMBER: I A-3 I REVISIONS I - 1 ................. ® ® ® ® ® ®® U a} q ® ® ® ® --- ®® xx i z PROPOSED EAST ELEVATION O ! SCALE:Ire•-V AC a � w W aZ 0 � - a-a E-+ w 1 A - � A Q - - ------------- -- wo} j x w� a) w 0 -+-J Z z --- ap U 1 fv7 OeP��oPy e ed EXISTING EAST ELEVATION ptna�rev �o��men `# SCALE:I/9'=V ZeP�i\e I pate DRAWN:MH/MS i SCALE: 1/1'-1'-0' JDB 0: Nov=ba 18,2017 i SHEET NUMBER: • i A-4 REVISIONS r7777= .......... ... ... ........ V) o T L—j 0 ........... ....... ... . ...... ... ....... .................... ....... .... ....... wig= 0 0 0 z ............. lnlum�eaom O0 . ...... ..... ...... 0 hmaLlaam IQ= Da NG IST. FLOOR PLAN O w SCALE:118'-F . ... ............ PROPOSED 1ST. FLOOR PLAN SCALE:Ifir-V < wo>. 0 -"ALSALMA PROJECT NORTH Z Z . ....... ...... CY L) O i a cn from 7BPk DRAWN:MH 1 MS e docoments SCALE: 1a--1'-n.1013#: %r%al eN, 18.2013 File N—b�SHEET NUMBER: oat A-5 ^ , � ` - , REVISIONS film= ifim . � 0010 00 � . EXISnNG 1ST. FLOOR PLAN PROPOSED IST. FLOOR PLAN PROJECr NORTH FOUNDATION PLAN Wm 00 cd 0 DEC 3 12013 BOARD OFAPPEALS RR-0 MIA SHEET NUMBER., - ' , ' | / � � ' � ' � ! � - � ' eA )"33 et"Vj K3oZ- ®'' q'j o ltm - C,1144 For model: 19010 Smoke Alarm User's Guide Lithium(non-replaceable sealed in)Battery-Operated Smoke Alarm with Alarm Memory and SMART HUSH TM Control to temporarily silence nuisance alarms. Thank you for purchasing this smoke alarm.It is an important part of your family's home safety plan.You can trust this prod- uct to provide the highest quality safety protection.We know you expect nothing less when the lives of your family are at stake For your convenience,write down the following information. If you call our Consumer Hotline, these are the first questions you will be asked Smoke Alarm Model Number pocated on back of alarm): Date Code(located on back of alarm): The National Fire Protection Association (NFPN and the manufacturer recommend replacing this alarm ten years from the date code. Date of Purchase Where Purchased. SIGNALING UL ® Manual P/N 21008311-EN Rev.A uSTED 0910-7225-00 ,'( Pvo - This alarm detects products of combustion using the ionization technique.It contains 0.9 microcurie of Americium 241,a radioac- tive material(see Section 9).Distributed under U.S.NRC License No.32-23858-01E.Manufactured in compliance with U.S.NRC safety criteria in 10 CFR 32.27 The purchaser is exempt from any regulatory requirements.Do not try to repair the smoke alarm your- self Refer to the instructions in Section 12 for service. IMPORTANT[READ ALL INSTRUCTIONS BEFORE INSTALLA- TION AND KEEP THIS MANUAL NEAR THE ALARM FOR FUTURE REFERENCE. CONTENTS OF THIS MANUAL 1—RECOMMENDED LOCATIONS FOR SMOKE ALARMS 2—LOCATIONS TO AVOID 3—INSTALLATION INSTRUCTIONS 4—OPERATION AND TESTING 5—NUISANCE ALARMS 6—MAINTENANCE 7—LIMITATIONS OF SMOKE ALARMS 8—GOOD SAFETY HABITS 9—NRC INFORMATION 10—NFPA PROTECTION STANDARD 72 11—CALIFORNIA STATE FIRE MARSHAL REQUIRED INFORMATION 12—SERVICE AND WARRANTY 1.RECOMMENDED LOCATIONS FOR ALARMS • Locate the first alarm in the immediate area of the bedrooms.Try to monitor the exit path as the bedrooms are usually farthest from the exit.If more than one sleeping area exists,locate addi- tional alarms in each sleeping area. • Locate additional alarms to monitor any stairway as stairways act like chimneys for smoke and heat. • Locate at least one alarm on every floor level. • Locate an alarm in every bedroom. • Locate an alarm in every room where electrical appliances are operated(i.e.portable heaters or humidifiers). • Locate an alarm in every room where someone sleeps with the door closed. r The closed door may prevent an alarm not located in that room from waking the sleeper. • Smoke,heat,and combustion products rise to the ceiling and spread horizontally. Mounting the smoke alarm on the ceiling in the center of the room places it closest to all points in the room. Ceiling mounting is preferred in ordinary residential construction. • For mobile home installation,select locations carefully to avoid thermal barriers that may form at the ceiling. For more details,see MOBILE HOME INSTALLATION below. • When mounting an alarm on the ceiling,locate it at a minimum of 4"(10 cm)from the side wall(see figure 1). • When mounting the alarm on the wall,use an inside wall with the top edge of the alarm at a minimum of 4"(10 cm)and a maximum of 12"(30.5 cm)below the ceiling(see figure 1). • Put smoke alarms at both ends of a bedroom hallway or large room if the hallway or room is more than 30 feet(9 1 m)long. CERING �wi1� N07 MANYWWERE THIS i,.1 BUT ua�, )HERE NEVER 1 HERE 12'ACCEPTABLE-HE" SIDE WAIL NOT IN THIS ARfA MULTIPLE ANYWHERE SINGLE FLOOR RAN FLOOR PLAN IN THIS AREA R• O � Q O O rr. rr • • 3' O•� � ms ml r • • Install Smoke Alarms on sloped,peaked or cathedral ceilings at or within 3ft(0.9m)of the highest point(measured horizontally). NFPA 72 states: "Smoke alarms in rooms with ceiling slopes greater than 1 ft in 8 ft(.3m in 2.4 m)horizontally shall be located on the high side of the room." NFPA 72 states: "A row of detectors shall be spaced and located within 3 ft(0.9m)of the peak of the ceiling measured horizontally"(see figure 3). MOBILE HOME INSTALLATION Modern mobile homes have been designed and built to be energy efficient.Install smoke alarms as recommended above(see figures 1 and 2). In older mobile homes that are not well insulated compared to present standards,extreme heat or cold can be transferred from the outside to the inside through poorly insulated walls and roof This may create a thermal barrier which can prevent the smoke from reaching an alarm mounted on the ceiling.In such units, install the smoke alarm on an inside wall with the top edge of the alarm at a minimum of 4"(10 cm)and a maximum of 12"(30.5 cm)below the ceiling(see figure 1). If you are not sure about the insulation in your mobile home,or if you notice that the outer walls and ceiling are either hot or cold, install the alarm on an inside wall.For minimum protection,install at least one alarm close to the bedrooms.For additional protec- tion,see SINGLE FLOOR PLAN in figure 2. WARNING:TEST YOUR SMOKE ALARM OPERATION AFTER MOBILE HOME HAS BEEN IN STORAGE OR UNOCCUPIED AND AT LEAST ONCE A WEEK DURING USE. 2.LOCATIONS TO AVOID t • In the garage. Products of combustion are present when you start your automobile • Less than 4"(10cm)from the peak of an"A"frame type ceiling. • In an area where the temperature may fall below 40°F or rise above 100°F,such as garages and unfinished attics. • In dusty areas. Dust particles may cause nuisance alarm or fail- ure to alarm. • In very humid areas. Moisture or steam can cause nuisance alarms. i • In insect-infested areas. I , • Smoke alarms should not be installed within 3 ft(.9m)of the fol- — lowing:the door to a kitchen,the door to a bathroom containing a tub or shower,forced air supply ducts used for heating or cool- ing,ceiling or whole house ventilating fans,o ther.hightair,flowA ardas. • Kitchens.Normal cooking may cause nuisance alarms.If a kitchen alarm is desired,it should have an alarm silence feature or be a photoelectric type. • Near fluorescent lights. Electronic"noise"may cause nuisance alarms. • Smoke alarms are not to be used with detector guards unless the combination(alarm and guard)has been evaluated and found suitable for that purpose. 3.INSTALLATION INSTRUCTIONS CAUTION:THIS UNIT IS SEALED(INCLUDING THE BATTERY). THE COVER IS NOT REMOVABLEI 1 To insure aesthetic alignment of the alarm with the hallway or wall,the"A"line on the mounting bracket should be �...r�.. rA'U—)w parallel with the hallway when ceiling mounting or horizontal when wall mounting. OAA hen wall ounting,the line should horizontal. When mounting in a hallway,the "A"line should \ be parallel with Remove v 1 the hallway. � ®� g Install �' 1 ii I 2.After selecting the proper smoke alarm location as described in Section 1,attach the mounting bracket to the ceiling as shown in figure 3. For wall mounting see figure 4 Place the mounting plate on the wall;be sure the"A"line is horizontal(parallel to the floor). Use the screws and anchors provided to secure the mounting bracket(use 3/16"drill bit for anchors). 3.This alarm has a battery permanently sealed inside the alarm no battery installation is necessary. ACTIVATING THE ALARM This model is equipped with a feature that automatically activates the alarm when the alarm is mounted to the mounting bracket for the first time. Once activated,the battery will supply power to the alarm for the life of the alarm(10 years). Be sure that the mounting bracket is mounted correctly before installing the alarm on the mount- ing bracket 1 To activate the alarm,install the alarm on the mounting bracket (figure 6)and rotate the alarm clockwise(as indicated on the alarm cover)until the alarm ratchets into place(the ratcheting function allows for aesthetic alignment). NOTE.The alarm will mount to the bracket in four(4)positions(every 90 degrees). The alarm is now activated! 2.After installation/activation,test your alarm by depressing and holding down the test button for a minimum of 5 seconds(or until the alarm sounds). This should sound the alarm. CAU- TION: Due to the loudness(85 decibels)of the alarm, always stand an arms length away from the unit when testing. TAMPER RESIST FEATURE Smoke Alarm Tamper Resist Feature This alarm is equipped with a tamper resist feature that helps pre- vent someone from removing the unit from the mounting bracket. When activated,it can be very effective in preventing smoke alarm removal or tampering. Activate the smoke alarm tamper resist feature by breaking off the four posts in the square holes in the mounting bracket(see figure 7). When the posts are broken off,the tamper resist on the base is allowed to engage the mounting bracket. Rotate the alarm onto the mounting bracket until you hear the tamper resist tab snap into place,locking the alarm on the mounting bracket. Using the tamper resist feature will help deter children and others from removing the alarm from the bracket. NOTE.To remove the alarm when the tamper resist tab is engaged,press down on the tamper resist tab and rotate the alarm in the direction indicated by the arrows on the cover of the alarm(see figure 8). Location of Posts: 4.OPERATION AND TESTING OPERATION:The smoke alarm is operating once the alarm is acti- vated(see Section 3)and testing is complete. When products of combustion are sensed,the unit sounds a loud 85db pulsating alarm until the air is cleared. SMART HUSH'"CONTROL.The SMART HUSHTM feature has the capability of temporarily desensitizing the alarm circuit for approxi- mately 8 minutes. This feature is to be used only when a known alarm condition,such as smoke from cooking,activates the alarm. The smoke alarm is desensitized by pushing the HUSH'button on the smoke alarm cover. If the smoke is not too dense,the alarm will silence immediately and the red LED will illuminate for 1 sec- onds every 8 seconds for 7 to 9 minutes. This indicates that the alarm is in a temporarily desensitized condition. The smoke alarm will automatically reset after approximately 8 minutes and sound the alarm if particles of combustion are still present. The SMART HUSH-feature can be used repeatedly until the air has been cleared of the condition causing the alarm.Pushing the test/reset button on the alarm will end the temporarily desensitized period. NOTE.DENSE SMOKE WILL OVERRIDE THE SMART HUSHTM CONTROL FEATURE AND SOUND A CONTINUOUS ALARM. CAUTION:BEFORE USING THE ALARM SMART HUSH—FEA- TURE,IDENTIFY THE SOURCE OF THE SMOKE AND BE CER- TAIN A SAFE CONDITION EXISTS. FLASHING LED LIGHT:This smoke alarm is equipped with a flash- ing red indicator light with four modes of operation: • The LED will flash every 40-45 seconds in the standby mode sig- nifying that the alarm is receiving power. • The LED will flash every 1.5 seconds when the alarm is sound- ing. • The LED will illuminate for 1 seconds every 8 seconds while the alarm is in the temporarily desensitized mode. • If alarm memory has been set(see below for alarm memory description),the LED will flash rapidly when the test button is pressed. ALARM MEMORY This smoke alarm has an memory function that will inform you if the alarm has sounded since the test button was last pressed.The alarm memory will cause the red LED to flash rapidly when the test button is pressed.The alarm memory is reset when the test button is released. TESTING.Test by pushing the test button on the cover and holding it down for a minimum of 5 seconds(or until the alarm sounds). This will sound the alarm if the electronic circuitry,horn,and bat- tery are working. If no alarm sounds,the unit has defective bat- tery or other failure. DO NOT use an open flame to test your alarm,you could damage the alarm or ignite combustible materials and start a structure fire. NOTE:WEEKLY TESTING IS REQUIRED. TEST THE ALARM WEEKLY TO ENSURE PROPER OPERATION.Erratic or low sound coming from your alarm may indicate a defective alarm,and it should be returned for service(see Section 11). 5.NUISANCE ALARMS Smoke alarms are designed to minimize nuisance alarms. Cigarette smoke will not normally set off the alarm,unless the smoke is blown directly into the alarm. Combustion particles from cooking may set off the alarm if the alarm is located close to the cooking area. Large quantities of combustible particles are gener- ated from spills or when broiling. Using the fan on a range hood which vents to the outside(non-recirculating type)will also help remove these combustible products from the kitchen. This model 19010 has a SMART HUSHTM'control that is extremely useful in a kitchen area or other areas prone to nuisance alarms. For more information refer to Section 4,OPERATION AND TESTING. If the alarm does sound,check for fires first. If a fire is discovered, get out and call the fire department. If no fire is present,check to see if one of the reasons listed in Section 2 may have caused the alarm. 6.MAINTENANCE BATTERY ACTIVATION AND DEACTIVATION NOTE. One Lithium-Ion battery,permanently sealed inside the alarm,powers this unit;no battery installation or replacement is necessary for the life of the alarm. WARNING! DO NOT ATTEMPT TO OPEN THE ALARM FOR ANY REASON! To activate the alarm,attach the alarm to the mounting bracket by rotating in the direction of the arrows on the cover,see ACTIVAT- ING ALARM in Section 3(INSTALLATION INSTRUCTIONS). This alarm has a low battery monitor circuit which will cause the alarm to"chirp"approximately every 40-45 seconds,for a mini- mum of thirty(30)days,at the end of the life of the alarm to indi- cate that the alarm needs replacement. To deactivate the alarm remove the alarm from the mounting bracket by rotating the alarm in the direction indicated by the arrows on the cover of the alarm and locate the crosshatched area on product label. NOTE. If the tamper resist feature has been activated,see TAMPER RESIST FEATURE in Section 3(INSTALLATION INSTRUCTIONS). WARNING! DO NOT DEACTIVATE THE ALARM UNTIL THE END OF THE ALARM LIFE,WHEN A"CHIRP"IS HEARD EVERY 40-45 SECONDS. ONCE THE ALARM IS DEACTIVATED THE BATTERY WILL BE DEPLETED AND THE ALARM WILL NO LONGER FUNCTION. WARNING! ONCE THE ALARM HAS BEEN DEACTIVATED,IT CANNOT BE REACTIVATED! WARNING! ONCE THE ALARM HAS BEEN DEACTIVATED,IT CANNOT BE MOUNTED ONTO THE MOUNTING BRACKET! Break out the crosshatched area with a screwdriver or similar tool. Using a screwdriver or similar tool slide the exposed piece towards the center of the alarm. This will deactivate the alarm,stop the low battery"chirp"and render the alarm safe for disposal by draining the battery. CLEANING YOUR ALARM YOUR ALARM SHOULD BE CLEANED AT LEAST ONCE A YEAR If the tamper resist feature has been activated you will need to fol- low the instructions in Section 3 to remove your alarm for mainte- nance. To clean your alarm,remove it from the mounting bracket as out- lined in the beginning of this section. You can clean the interior of your alarm(sensing chamber)by using compressed air or a vac- uum cleaner hose and blowing or vacuuming through the open- ings around the perimeter of the alarm. The outside of the alarm can be wiped with a damp cloth. After cleaning,reinstall your alarm and test your alarm by using the test button.If cleaning does not restore the alarm to normal operation the alarm should be replaced. 7.LIMITATIONS OF SMOKE ALARMS WARNING.PLEASE READ CAREFULLY AND THOROUGHLY • NFPA 72 states:Life safety from fire in residential occupancies is based primarily on early notification to occupants of the need to escape,followed by the appropriate egress actions by those occupants.Fire warning systems for dwelling units are capable of protecting about half of the occupants in potentially fatal fires. Victims are often intimate with the fire,too old or young, or physically or mentally impaired such that they cannot escape even when warned early enough that escape should be possible. For these people,other strategies such as protection-in-place or assisted escape or rescue are necessary. • Smoke alarms are devices that can provide early warning of pos- sible fires at a reasonable cost;however,alarms have sensing limitations. Ionization sensing alarms may detect invisible fire particles(associated with fast flaming fires)sooner than photo- electric alarms.Photoelectric sensing alarms may detect visible fire particles(associated with slow smoldering fires)sooner than ionization alarms. Home fires develop in different ways and are often unpredictable.For maximum protection,Kidde recom- mends that both Ionization and Photoelectric alarms be installed. • A batterypowered alarm must have a batteryof the specified type, in good condition and installed properly. • AC powered alarms(without battery backup)will not operate if the AC power has been cut off,such as by an electrical fire or an open fuse. • Smoke alarms must be tested regularly to make sure the batter- ies and the alarm circuits are in good operating condition. • Smoke alarms cannot provide an alarm if smoke does not reach the alarm. Therefore,smoke alarms may not sense fires starting in chimneys,walls,on roofs,on the other side of a closed door or on a different floor. • If the alarm is located outside the bedroom or on a different floor,it may not wake up a sound sleeper. • The use of alcohol or drugs may also impair one's ability to hear the smoke alarm. For maximum protection,a smoke alarm should be installed in each sleeping area on every level of a home. • Although smoke alarms can help save lives by providing an early warning of a fire,they are not a substitute for an insurance poli- cy. Home owners and renters should have adequate insurance to protect their lives and property. 8.GOOD SAFETY HABITS DEVELOP AND PRACTICE A PLAN OF ESCAPE • Install and maintain Fire extinguishers on every level of the home and in the kitchen,basement and garage.Know how to use a fire extinguisher prior to an emergency. • Make a floor plan indicating all doors and windows and at least two(2)escape routes from each room. Second story windows may need a rope or chain ladder. • Have a family meeting and discuss your escape plan,showing everyone what to do in case of fire. • Determine a place outside your home where you all can meet if a fire occurs. • Familiarize everyone with the sound of the smoke alarm and train them to leave your home when they hear it. • Practice a fire drill at least every six months,including fire drills at night. Ensure that small children hear the alarm and wake when it sounds.They must wake up in order to execute the escape plan.Practice allows all occupants to test your plan before an emergency. You may not be able to reach your chil- dren. It is important they know what to do. • Current studies have shown smoke alarms may not awaken all sleeping individuals,and that it is the responsibility of individuals in the household that are capable of assisting others to provide assistance to those who may not be awakened by the alarm sound,or to those who may be incapable of safely evacuating the area unassisted. WHAT TO DO WHEN THE ALARM SOUNDS • Alert small children in the home. • Leave immediately by your escape plan. Every second counts,so don't waste time getting dressed or picking up valuables. • In leaving,don't open any inside door without first feeling its surface. If hot,or if you see smoke seeping through cracks, don't open that door! Instead,use your alternate exit. If the inside of the door is cool,place your shoulder against it,open it slightly and be ready to slam it shut if heat and smoke rush in. • Stay close to the floor if the air is smoky. Breathe shallowly through a cloth,wet if possible. • Once outside,go to your selected meeting place and make sure everyone is there. • Call the fire department from your neighbor's home-not from yours! • Don't return to your home until the fire officials say that it is all right to do so. There are situations where a smoke alarm may not be effective to protect against fire as stated in the NFPA Standard 72 For instance: a)smoking in bed b)leaving children home alone c)cleaning with flammable liquids,such as gasoline 9.NRC INFORMATION Ionization type smoke alarms use a very small amount of a radioactive element in the sensing chamber to enable detection of visible and invisible combustion products. The radioactive element is safely contained in the chamber and requires no adjustments or maintenance. This smoke alarm meets or exceeds all government standards. It is manufactured and dis- tributed under license from the U.S.Nuclear Regulatory Commission. 10. NFPA REQUIRED PROTECTION The National Fire Protection Association's Standard 72 provides the following information: Smoke Detection-Where required by applicable laws,codes,or standards for the specified occupancy,approved single-and multi- ple-station smoke alarms shall be installed as follows:(1)In all sleeping rooms Exception:Smoke alarms shall not be required in sleeping rooms in existing one-and two-family dwelling units.(2) Outside of each separate sleeping area,in immediate vicinity of the sleeping rooms.(3)On each level of the dwelling unit,includ- ing basements Exception.In existing one-and two-family dwelling units,approved smoke alarms powered by batteries are permitted. Smoke Detection-Are More Smoke Alarms Desirable? The required number of smoke alarms might not provide reliable early warning protection for those areas separated by a door from the areas protected by the required smoke alarms. For this reason,it is recommended that the householder consider the use of additional smoke alarms for those areas for increased protection. The addi- tional areas include the basement,bedrooms,dining room,fur- nace room,utility room,and hallways not protected by the required smoke alarms. The installation of the smoke alarms in the kitchen,attic(finished or unfinished),or garage is normally not recommended,as these locations occasionally experience condi- tions that can result in improper operation. This equipment should be installed in accordance with the National Fire Protection Association's Standard 72(NFPA, Batterymarch Park,Quincy,MA 02269). NOTIFY YOUR LOCAL FIRE DEPARTMENT AND INSURANCE COM- PANY OF YOUR SMOKE ALARM INSTALLATION. 1 , 11.CAUTION (AS REQUIRED BY THE CALIFORNIA STATE FIRE MARSHAL) "Early warning fire detection is best achieved by the installation of fire detection equipment in all rooms and areas of the household as follows.A smoke alarm installed in each separate sleeping area(in the vicinity of,but outside of the bedrooms),and heat or smoke detectors in the living rooms,dining rooms,bedrooms,kitchens, hallways,attics,furnace rooms,closets,utility and storage rooms, basements and attached garages" The NFPA suggests that alarms installed within 20'(6.1 m)of cook- ing appliances shall have an alarm silence feature or be of the photoelectric type. 12. SERVICE AND WARRANTY If after reviewing this manual you feel that your smoke alarm is defective in any way,do not tamper with the unit. Return it for servicing to:KIDDE Safety, 1016 Corporate Park Dr.,Mebane,NC 27302. 1-800-880-6788(See Warranty for in-warranty returns). TEN YEAR LIMITED WARRANTY KIDDE Safety warrants to the original purchaser that the enclosed smoke alarm will be free from defects in material and workmanship or design under normal use and service for a period of ten years from the date of pur- chase.The obligation of KIDDE Safety under this warranty is limited to repairing or replacing the smoke alarm or any part which we find to be defective in material,workmanship or design,free of charge to the cus- tomer, upon sending the smoke alarm with proof of date of purchase, postage and return postage prepaid, to Warranty Service Department, KIDDE Safety,1016 Corporate Park Dr.,Mebane,NC 27302. This warranty shall not apply to the smoke alarm if it has been damaged, modified,abused or altered after the date of purchase or if it fails to oper- ate due to improper maintenance or inadequate AC or DC electrical power. THE LIABILITY OF KIDDE SAFETY OR ANY OF ITS PARENT OR SUBSIDIARY CORPORATIONS ARISING FROM THE SALE OF THIS SMOKE ALARM OR UNDER THE TERMS OF THIS LIMITED WARRANTY SHALL NOT IN ANY CASE EXCEED THE COST OF REPLACEMENT OF SMOKE ALARM AND, IN NO CASE,SHALL KIDDE SAFETY OR ANY OF ITS PARENT OR SUBSIDIARY COR- PORATIONS BE LIABLE FOR CONSEQUENTIAL LOSS OR DAMAGES RESULT- ING FROM THE FAILURE OF THE SMOKE ALARM OR FOR BREACH OF THIS OR ANY OTHER WARRANTY,EXPRESS OR IMPLIED,EVEN IF THE LOSS OR DAMAGE IS CAUSED BY THE COMPANY'S NEGLIGENCE OR FAULT. Since some nates do not allow limitations on the duration of an implied warranty or do not allow the exclusion or limitation of incidental or conse- quential damages,the above limitations or exclusions may,not apply to you. While this warranty gives you specific legal rights,you may also have other rights which vary from state to state. The above warranty may not be altered except in writing signed by both parties hereto. QUESTIONS OR FOR MORE INFORMATION Call our Consumer Hotline at 1-800-880-6788 or contact us at our websile at www.kidde.com Kidde Kidde, 1016 Corporate Park Drive,Mebane,NC 27302 I I v„ ii•, .. ....,. „_. .. a..>. , n Landscape lighting transformers .� Ca.;,a+•fr•'r;cndoc^'s aut;'•:vintt ®'® ,,__.,,,,,__„_,,,__.,_ „_,_„__._._,.,,,.>ti_,,.,,,,__,_,,,,__,__.,_..___„_,-„.._..,,_.i ®® i?v:Fh[rR*:nr.hnt.;vt�; eittt>>N 3ti (water side) • ` � wa4e ELECTRICAL SCHEDULE yellow symbols are existing See bathroom layout MB-A4 for more details. ® Recessed track position:centered on french doors :c 5 Single pole switch() O Ceiling Fixture() 0 0 o Track&Undercounter() 5DM Dimmer () � Wall fixture() FL Fluorescent Fixture() 2-circuit track AHard wire towel warmer I �'? 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Rill 1q,111111 11 11111111 11 1 1� Reconfigure existing laundry room layout. j Replaces existing stairway and railings with quartersawn oak. ++"'""� Install new radiant flloor heating plumbing and controls. Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. I Replace all electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). I I I i Replace lace and rewire alarm i I I e a a m s stem. p Y I II I I i I � I Replace all fiberglass ' be lass in I ' p g insulation with spray foam. I. Install new drywall. Install new trim and doors. 0' 1' 2' 3' 4' s v r 6' 9' 10' 11' 12' 13' 14' 15' 16' 17' 16' 19' 20' 21' 11 23' 24' 25' 217 2r 29' 29' 30' 31' 32' 38 1. 35' 36' 3r 36' 39' 40' Install new kitchen(included on original permit) ' _,•,_„ " Replace all bathroom fixtures and surfaces.Plumbing:reposition as needed. , I I r I I I I Not •b om count and location „,,,,,,,,,,,,,,,,,,,,,,, „_........................ _,... s remain. t 1 I II Paint IforI I I III III � I III IIII I I II a talsurf aces except e t n h r i I a d a dw phardwood. 3(: {: 0' 1' 2' 3' 4' 5' 6' 7' e' 9' 10' 11' 12' 13' 14' 15' 16' 17' 13' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34' r��i"i•p•'-36'4 5.'' 36' 39' 40' I I 01100 WOO- : 17 69.5" 67.75" 61* raised';.` i i �I aprox w ®I ® _.. i Garage i New tailing position basement entrance TotaI width from door i to laundryroom wall $. 306"> 25.5' Total width from door ' to stairway 253.5, 21' 44.5°. o ;�basorttpnYstatr wFdth i;.:. rn I a ry J i i ,167.5"> 9.25" 1 El Ill mill I Ill Sokol Residence March 1,2015 Drawing Number 308 Park Avenue Mattituck,NY Basement plan Basement-Revised scope of interior work: (a5 Of 3/1/15) framing,electrical,plumbing Install new 2x4 wall framing. Scale:1/4"=1' Install new HVAC hydro-air handler,condensing unit and ducting.Connect to existing heating system. • • • ® • • ! • • Paint existing cement floors. ! �•" Reposition existing 300am service(two 150amp panels)to boiler room. Install new electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace and rewire alarm system. Replace all fiberglass ceiling insulation with closed cell spray foam.Install new closed cell spray foam on exterior walls. Install neww r II d y a . I I . Install new and doors. it i I I I Plumbing:reposition waste and supply plumbing as needed to reach 1 st floor fixtures. Paint all surfaces. Install 2-275 gallon oil tanks.Connect to existing boiler. 0' 1' 2' 3' 4' S' 6' r W 6' 16' 11' 12' 13' 14' 15' 16' 17' 16' 16' 20' 21' 22' 23' 24' 25' 26' 27' 26' 1. 30' 31' 32' 33' 34' 35' 36' 1. 36' 39' 40' Decommission existing exterior 1000 gallon underground tank.(test and fill) 0' 1' 2' 3' 4' 5' 6' T 6' 3' 10' 11' 12' 13' 14' 15' 16' 17' 16' 16' 20' 21' 22' 23' 2P 25' 26' 27' 28' 11 30' 31' 32' }%,'7n'»',i' 1 3T 36' 39' 40' 3 `YA n � . I �'•. � ,`',-,""`�`'a'�,<�`;,'iaza,.a,.A.,u,.,a:``e",a"''Mem aw.�..c;:`�vv:.v>e..<a �a '�._e<,.,.� �'>`::,�.'tRw,:.Svc.e<�.,.,.e,,,.a:`;;a^."',;.a:,,: �.�ati���:`w+iw`�.`�;e��'�°relc�,:`:iaz«':�^°-.�:;� , z `' ; ,divide Supp y nio two 11 acts ;�. within ois4bayS „ I vR� 3 <•3 y ) 1 . 4 outdoor shower waste a 11111 IN III F check waste elevation in basement M11 ?4 ,vvv .. 7777 11 , (Dw existingFIK 69.5" 67 75 61ell pressure tank master .:..<..., <e•ev vw:de'�i,.eei .'A dvh .:o V:t :: .. , < sappy' raised' Climate controlled gym `' Climate controlled Climate controlled Climate controlled pad 14'W x 3.75'L Storage Storage Storage 54 14Wx27.5L 14Wx331 14x29 aprox w return W p o Garage m i NEW basement supply to entire basement a .. - . . „ install within joist bays above beams supply „ •.o � .. <. � �: .. � � � � � New raNing position existing supply (_ ducting existing c ® ` V < return laundry rm e under stair closet with light urn from basement storage ' - - g Oti'n .-. .. 30" 30" g existing r.; Total width from doo.entrance r suppiY hydro-air handler to laundryroom wall $ . ,, . 306'> NEW basement ,_ ,'hydro-air handler25 5' eg Tot indoor ':, hydro au handler :; return stairway " Y , Total width from to staff # from retain a 253.5> m e. 9Y o 21' low temp 44S" >s, • radiant manifold � ° ac supply ac return and loop system c° internet component a o a y cool room- o ,p climate controlled A boiler, existing 6 radiant manifold, I: master plumbing manifold ' bath electric main panels supply N electric sub-panels ducting r,..., 30" hot room-not climate controlled 3 m m .e l position doors in(away)from HVAC duct 167.5', 9.25" ------------ •y ' 't electrical main anels and sub anels full height double doors full height double doors t y 2 new 275 gallon oil tanks March 1,2015 Drawing Number ® 9 Sokol Residence Note:old 1000 gallon tank to be decomissioned _ ao8 Park AvenueMattituck,NY Basement-Revised scope of interior work: (as of 3/1/15) ', , . , pressure tested,documented,filled ••..possibleBasement plan : . All a septic tank Scale:1/4"=1' framing,electrical,plumbing Install new 2x4 wall framing, - location""''' Install new HVAC hydro-air handler,condensing unit and ducting.Connect to existing heating system. Paint existing cement floors. ® �O • : • • • : • Reposition existing 300am service(two 150amp panels)to boiler room. ' Install new electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace and rewire alarm system. " • ' Replace all fiberglass ceiling insulation with closed cell spray foam.Install new closed cell spray foam on exterior walls. Install w to new drywall. Y I I n I stall new trim and doors. doo Plumbing:reposition waste and supply plumbing as needed to reach 1st floor fixtures. Paint all surfaces. Install 2-275 gallon oil tanks.Connect to existing boiler. 0' 1' 2' 3' 4' 8' 8' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34• 35' 36' 37' 38' 39' as Decommission existing exterior 1000 gallon underground tank.(test and fill) 0' 1' 2' 3' 4' S' 6' r 8' Y' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' V. 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' ci l3'���'�4, �t� Si :�6 a 7' 38' 39' 40' S' ✓_ \ k -�y,;— �i , I ' .<.,�:b;.K;,..>�.�.:a�..�,��,.>,.�...�.•t .wn..� ,:,a.;>..;....a��_..�.w.a:.......�,: �voa.sa.,....,^,,.�•.:. ..�.::�� .,4.^....:�.:.+.a�.a..aaa:'�.:^..+e..aw:..,..•.,»a�.,,.,^:air::.A..i..>`:i'..'.;�.e.>,.:">. .ta:,+�"...,.w,.:,..,..,.......,..•...,„..�.;�8:�; JR 11111 11111 go owl oil” 'c - eu:.`,.._...<:... ;._ �..w..>.,n...��,..,ar., ^...,a.,�a..a.:,>,:z.e •se ,x,w..>,,. se.^>,w.,....,a... .... _ - 69.5" 67.75 i61 raised Climate controlled gym Climate controlled Climate controlled Climate controlled ;Pad 14'W x 3.75'L Storage Storage Storage 14'W x 27.5'L 14'W x 331 14'x 29' 54' aprox w t Ir i � 1 � M Garage ti a W New railing position 2 M^' 3 basement w„ 30" �$ 30" T l d h f d ota wit rom o0 4 ntrance r ^ to laundryroom wall 06 25.5' Total width from door i , '� K':' to stairway 4 3 Alarm box 30 „•.,:..>> ro 21 <253 5> 44.5" (.l Sonos& ?) internet component , >a ® tr cool room- {„ climate controlled 3 A kkggg i - 167.5'> I. ^ �,'>a"^w',,�.:.''" :.i:�...a:; :' ,ewe„o»` •"'`'^+::;«s.:ia.::a..ui.;' :�� ^tea: 9.25" .. .. ,. 5 t 24" 24" 77777777 full height double doors full height double doors i ® � Sokol Residence March 1,2015 Drawing Number 308 Park Avenue P ( ) Mattitu Y Basement planAlla ' ck N Basement-Revised scope of interior work: as of 3/1/15) ,„ .. ,,,�•:......a.. .. ,-,.. ,•..,...,.•.•.,. ,..• ,,._$•..,,.:. Install new 2x4 wall framing. framing,electrical, lum m Install new HVAC hydro-air handler,condensing unit and ducting.Connect to existing heating system. Paint existing cement floors. • • : ', • Reposition existing 300am service(two 150amp panels)to boiler room. Install new electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace and rewire alarm system. Replace all fiberglass ceiling insulation with closed cell spray foam.Install new closed cell spray foam on exterior walls. Install new drywall. Install new nm I t and doors. I I II � I I � I I . .I IIII II II I I I D I I I� I. III IIIIIII1111I IIIA , � � I 1111111 . Plumbing:reposition waste and supply plumbing as needed to reach 1 st floor fixtures. Paint all surfaces. Install 2-275 gallon oil tanks.Connect to existing boiler. 6' 1' 2' r 4' a 6' r B' 9' 10' 11' 12' 13' 14' 1s' 16' Ir 18' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34' 35' 36' 37' 138' 39' 4(r Decommission existing exterior 1000 gallon underground tank.(test and fill) a* 1g"14 3r 36' 39' 40' 0' 1' 2' 9' 4' S' 6' 7' 8' 9' 10' 11' 12' 13' 14' 15' 16' 17' 18' 19' 20' 21' 22' 23' 24' 25' 28' 2T RB' P' 80' 91' 92' �f3>i yt7 k cQ �o� moo\ w< ;... ELECTRICAL SCHEDULE yellow symbols are existing 77 6) <, .< SI gle pole switch Ceiling Fixture Track&U clercounter () o 0 0 CJDimmer Fluorescent FixtureDM Wallfixture( ® ® () l' 53 DM Two-way dimmed switch O Recessed Light O Qo Exhaust Fan() !A, Pendant Light O O Thermostat() P. Duplex Outlet() Computer Data Jack Speaker Locations ' OGFI Outlet () ®. Telephone Jack() ® R R F S ecial Purpose Outlet Ceiling Fan() ® ® P p () OD s e' (includes 1 OW U5B transformer) Cable Jack() �.. ( U v t „ R 69.5"< 67.75" 67" c . R R Z I I 11 Climate controller ! Climen,controlled I !mate controlled ® �\ ! [ Climate controlled gym I 3.75`L Storage Stcr cgs � Storage i 141V x 27.51 141V x 331 14'x 29' „ R R 1 i . R R Garage �x ® i t] r1....j , ' Tu , h fro. ,1 door I to and�ryroom wall `s.+ '3 \ � I � C6" i 2zz 25.5 f Total width, r{fro m door 'i'3 , R R SL ntaS 3 , ntc net component I { , fconi room,- :® <.{...< ...„......._._.^„ ��. �. ,- E)Climate zorstro?!cr? I { i i I � e 4 I { R R j R R R R R ; a "f , Move old ' service to mechanical room f-' 925” New service panels , Qa. a �.. - .. ... .. �\ .a ..\ ..hr.,,r7 1 .+ lW� �.•°<��.. <..C+yw�.<. a.:\r'l\'cww'°m.�."a'h"'�y'P`t4..��.•\"".ec.,.w�'cae<.RY`c',<�`+, "9•a..\�w,<®<+..�`\<,s.�..< ."�•ro<. s; a ! F Sokol Residence 9 March 1,2015 Drawing Number ' I 308 Park Avenue Basement-Revised scope of interior work: (as of 3/1/15) _ -<- !.. Mattituck,NY Basement planAll Install new 2x4 wall framing. ..\..,. Scale:1/4"=1' framing,electrical,plumbing Install new HVAC hydro-air handler,condensing unit and ducting.Connect to existing heating system. ® .® • - ® ' : _ 0 v . • ,, Paint existing cement floors. Reposition existing 300am service(two 150amp panels)to boiler room. Install new electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). Replace and rewire alarm system. Replace all fiberglass ceiling insulation with closed cell spray foam.Install new closed cell spray foam on exterior walls. Install drywall. new e a I. Install rim new e t and doors. I I I ! i l l l II III I �I I i I l l l l II I I II II I I I I I I R I I II � I II I II I� S I I III Plumbing:reposition waste and supply plumbing as needed to reach 1 st floor fixtures. Paint all surfaces. 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A e , t 2. , , t.. ... .. .. a. I:': r' �, h 3.. , �.,., .,. « .. . . ... ., ., .. . t., .. , � E �. .v8 ,.\ ., t. � ..t.. .,.. .. ,:<... .,. .,r ,,,:.. v., .3r 9 .."it P, ..d, �F`: \ .. .. .» v ,,v... ., ,.,... , , , ..�., .. ..,a .. , .t a �. \. 1 , , .... , t I . .. „a .., .. ., .r .. , .t F ., ., ,+ .. Y a.. 1. 2 ,. , N , . ...., t, e , ... ... „, .. ., ! , , t ,\ .. ..9. .. ., ., .. ..�, c ... .... , .. .t a;. ...... .., 7.,. �kll ,. ..v r \ ... , .. i. .. s to .., .. .,a«.. .,..,a , .,.. 1. �;k:.t�•, h .... ... ..,a .. ... 4 " ,. ..1 .. ..,,. , , ,. F ,.. 7 25 Door ,.,. . .. S,a�'': a \v"k ,. ,. ,. .,. „,..,.�" :,:A ,.,,F .,.... ...t,:,«„. ,off^,:? li ,2 v`•3 I. e ., t , .. \'+ ., .., .» W..,... .:li« 5�,�� vdr��� �°v`C,•.:"ti't:�,1, .5,, p ., _ -- _ - .. 2nd Floor-Revised scope of interior work: (as of 3/11/15) Install new elevated 2nd floor foyer floor framing,sheathing and fastening. Sokol Residence March 1,2015 Drawing Number Install new 2nd floor foyer ceiling framing(for drywall surface prep). 308 Park Avenue Replace existing cat walk beam(Anthony power beam)with new LVUsteel laminated flitch beam. Mattituck,NY 2nd floor plan Install new steps connecting cat walk to elevated 2nd floor foyer floor. Scale:1/4"=11' traming,electrical,plumbing Reconfigure existing HVAC return ducting. 'Am 1 1 a Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. _ _ 11 Replace electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). • ( • • `re wo r� , 44;w - p Replace and rewire alarm system. �''a Replace all fiberglass insulation with spray foam. Install new drywall. Install new trim and doors. Replace all bathroom fixtures and surfaces.Plumbing:reposition as needed. E I I Note: oom count an � ����: d locations remain. �Pai IInt a surfaces xe ce t for til ne a d hardw• p ood. I ' � I � i ���, it 1' 2' 3' 4' S' 6' r B' 9' 10' 11' 12' 13' 14' 15' 16' 17' 13' 19' 1. 21' 22' 23' 24' 25' 26' 27' W 29' 30' 31' i 93' 34' 35' 3B 37' 1. 39' d0' ���i����,�� ����������� � I II 1' 2' 3' 4' S' e' 7' 9' 9' 10' 11' 12' 13' 14' 15' 16' 17' 13' 19' 20' 21' 22' 23' 24' 25' 26' 27' 29' 29' 30' 31' 32' 33' 34' 36' 1. 37' 33' 39' 40' ylMr•!�p's!1';e 1pf �:k r� s� -;" n ` �,- �. ,. ` w I ��+� , ��� . :` ,7 Rte"<. <w,hy`,w'r'h,'� "^�;"C"T`V�`�:.� ^.��CeC!'>°,x. �,�.`e<O ?'�tact4' ��� .< L <c,.�.<m.��`e, '� "' .. ... , „ t•„ <77 > Q • .. � � 1, '.. :.. .. ..* ISI ... .. .. .. 77 V Closet Closet > .,.: • , „ r.:' 3:ttei f:u�.t t`^,c9:'tao*;1 Ve`est Guest Bedroom Replace existing 29.5'Anthony Power Beam with 318"steel flitch plate sandwitched between 2-2 3/4"x 11 7/8"ML-LVL beams(and 1/2"thru-bolted) Reuse existing 6'x 3/8"steel L-Brackets(and 1/2"thru-bolted) � 5'mp n tr g T'e i hangers i 1 in 8 au e )ugh F B o t :.I :--� 3 Keep existin,j 2"x92 floorli aming 8"SP 16' !' w " aI K ep exi ing 12 5'Ant ony Po er Bea a confirm tvAl, 1.. > .7 stair tread TTF ` mountwith2x12joisthan ers{lice t.5" 0gnaiis) 1 . � p;•C �.i l: i i 7 u {S 3!4" i od CpX subfiaar Bathroom }} ! „rte x�• '(70775 7775"}� <e-a e 111 t f Jotxtfrarrring:102. 1 7/S"T , s 1 < $ �':.•; .,.., S is# ' ¢ >t , 5” Jl C�9B"tom J O t Mackin .2 x12 SPS g 4 lz � � u ` < . 7 a , i 12 2ndflaorfo floor system -1— „ ^. s , .. .. Q. N e. .. .. E m 117/8 exist g Bader q valentto3 117/8 ,.ML in h e ua c 2nd Floor-Revised scope of interior work: (as of 3/1/15) New foyer floor framing sheathing and flooring. Sokol Residence March 1,2015 Drawing Number Install new elevated 2nd floor foyer floor framing,sheathing and fastening. i.;:, 308 Park Avenue Install new 2nd floor foyer ceiling framing(for drywall surface prep). This area was open vaulted space. Mattituck,NY 2nd floor plan '� '� Replace existing cat walk beam(Anthony power beam)with new LVL/steel laminated flitch beam. � Install new steps connecting cat walk to elevated 2nd floor foyer floor. framing,electrical,plumbing Reconfigure existing HVAC return ducting. t Scale:1/4"=1' Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. k „ Replace electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). „ • w• • • • • • : • Replace and rewire alarm system. Replace all fiberglass insulation with spray foam. Install new drywall. Install new trim and doors. Replace all bathroom fixtures and surfaces.Plumbin •reposition as needed. I I I I I Note:bathr000m count I an ' d locations remain. I I Paint I Pa t a I surfaces except forit n r tea d hardwood. 1' 2' 3' 4' 5' e' r 9' 9' 10' 11' 12' 13' 14' 15' 16' 17' 19' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34' 35' 36' 37' 38' 39' 40' i i I � � 1' 2' 3' 4' 1. 6' 7' 6' 9' 10' 11' 12' 13' 14' 15' 16' 17' 16' 19' 20' 21' 1' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34' 35' 36' 3r 39' NED r��Q .� � C��;f3. �• 77 4 , I i „ ' .. ZZ Z S Closet ,. O ELECTRICAL 5HEDULE yell w symbols are existing door activated door activated r, ? � closet lighrts closet lights y? S OCeiling Fixture activated door activated $Ingle pole switch Track&Undercounter( closet lights closet lights new) (new) .� ,,,,,.,• (new) ° ` ` � Wall fixture Fluorescent FixtureDM O 7.5' 52 trr 5G" .i Recessed Light() Qo Exhaust Fan() 5 Two-way dimmed switch() R e Pendant Light () Thermostat ,ewPhone7ack Gg.»,on}� Garest fC3roo Duplex Outlet () a + VJe All switches and outlets in this loom are existing g q, All switches and outlets in this room are existing unless otherwise noted i;) N Computer Data Jack() O Speaker Locations() unless otherwise noted >' GFI Outlet() iQ` :. ................. . w•^\rcw, Q..00.aaw.uw' '< .....,.w-..`"F::.' v?`tt,<4eF.'+^'S, y:C+ <' ++\\•+:«a`. .a.'# r ' '+R„'a>•vm:'4`!a^�R r.. '< F� \v\ ? R "` .• , ® /l ) O Ceiling Fanr fan new switchl Telephone Jack Special Purpose Out new switch for fan let (includes 1 OW 1.156 transformer) Cable Jack () () ' R R R R R i i 4' I: ,, o S DM : firmCn M3DM r DIl is z2),6 i 3_ e } t µ .. W S n _ a D , 77, I ,. \ Bath wall outlet close to��iot•r 8:'14F1rassm 6r underswitch,a O R ____ cn ,.._....�.. ..a....,".,..,..•.•..._...�.�...(, new phone o ; k g1z`q «;->mwomxs+waa _ .. , N11 LOS 684 ��•�+ nS+:._a.s;•,'i:4in+1�ltihdUSY IOCdtIOn a,� ` r,v 2 R w h ne'ac .,^ 75' 1sr,2F 65 ., .......ice a i E#I n i + r� F.\ } R \ �.. .. ..<q`.. ,.....C<+.\\.\.h'�row,.,.<^�•a4.,.n�.} '.«....».......« '�a '� '. , (47 Ali— , e t > e a.. t n7,.. t t v 77r 7 , r, h � .. ^,��^,\•^.,rte .. � .. .. m„,>.:. , r + i 9 R , r y i. Z l � Q. „ 2nd Floor-Revised scope of interior work: (as of 3/1/15) . Sokol Residence March 1,2015 Drawing Number Install new elevated 2nd floor foyer floor framing,sheathing and fastening. ; 308 Park Avenue Install new 2nd floor foyer ceiling framing(for drywall surface prep). Mattituck,NY Replace existing cat walk beam(Anthony power beam)with new LVL/steel laminated flitch beam. 2nd floor plan F\ Install new steps connecting cat walk to elevated 2nd floor foyer floor. A:: €„. Scale:1/4"=1' framing,electrical,plumbing Alla Reconfigure existing HVAC return ducting. ' Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. Replace electrical wiring,switches,outlets and lighting(including cat 6 telephone and internet). • .e 1 O '� • : .• • Replace and rewire alarm system. ; Replace all fiberglass insulation with spray foam. s Install new drywall. Install new trim and doors. Replace II r a bathroom fixtures and surfaces.Plumbing:a s aces.P umb .re osition as needed. 9 p I I I I I I • Note:bathr000m count i and locations remain. I Paint II surfaces a s aces exce t for til n h e and hardwood. p o 1' 2' 3' 4' 5' 8' T 8' 9' 10' 11' 12' 13' 14' 15' 18' 1T 18' 19' 20' 21' 22' 23' 24' 25' 26' 2r 28' 29' 30' 31' 32' 33' 34' 35' 38' 37' 38' 39' 40' I I I 1' 2- 3' 4' S' 8' T 8' B' 10' 11' 12' 13' 14' 15' 18' /T 18' 19' 20' 21' 22' 23' 24' 25' 26' 27' 28' 29' 30' 31' 32' 33' 34' 35' 36' 37' 38' 39' 40' w� ~tel d 14 A. I j I I 26" 26" r - - - - - - - - - - - - - - - 71.25"w 0- - - - - - - - - - - - - - - I 30.25" 17.875" a:. 17.875" 30.25" 71.25"DD ,Bench 71.25"DD Double french doors-outswing Double french doors-outswing m I I a m a I I m v s I a m v o I I� g .. -o 0 in U 16 I m O M I O � Iv m C I I v in i- - - - - - - - - - - - - - - - - - - - - J .. - - - - - - - - - - - - - - - - - - - - - -1 39.75" 30.25" 43.25" 44.25" I 35.5"D fixed 35.5.5"D operable 35.5"D fixed m \ Bank of 3 casement windows 95.25"W , :n 32.75" 32.75" " 0l}0 A. v outswm9(L hanging) ivine'gta3i', U L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ry 4.5+/-" 38" 73.125" N 175.5"r E $ ` 69.75" 67.75" 67.75" I ° Dishwasher , ^ .n " . °\\ ".A \ `;,., z.+..A \ 36.125"D 27.25"W 33.25"W 33.25"W 33.25"W 11,13>it f>rhl: 3 59.75"> ^ 69.5" 67.75" 61" o is#dttd s#e ? K431 "> mDeck Bathroom1031 N I ......�, c;.. I Y. e` I �,..-�``\ � +a Sed I I , ,< ;� a=':..'•.`,:.t'r"'°,i`'' c "•za'�� <66.75"> �: pad „ 3 Master Bedroom I I O - 1 t 3 �. 3 LivingDining Room 42" 42" 9 I.•- a rox w p v r. E j(({ , x .... tnI ^ ' 7 # i rr { l� a Y 'rr , c- „ 32 t . ED 3: r I h1-0 b- NEW NEW LaundrR om out o laY Yra e NEW Move door as shown 21.24 Rebuild wooden platform ;,; ::,' doors Build newte p I � � B 'Id m railing I ove right 39 - righ 25 ... 14"ie�_ 'Nihv?a,lti+•pgstlion a Pantry/Laundry ,i 115.25" -� ^ , .,._......:• , ! open N I 70" 74.75" 66.5" adjustable _ baseer)eni n 30" 825" shelves N v entrance' perhaps s V Total width from door 44.5". >: - A LCD 60" no door here 18.25' .. 91 S" .ba-r ,tataiewidth.: ._ �' •^'�,:�� bmgmcloset 3 tolaundryroomwall ... or slider ` _ - 25.5 306 3 C. \#m +\mrd#rerhmrs 36 .� M 24 b ^F Close N � � „r I ry 53.7" i' ', 41.75"> `O t 1 Total width from door j ,AIII t'. tostairwa F3 hely Y m s es han er bar @ 6'S" g2" shelf 53.5, 3p" 221 Master Closet `. I 96.5•, E' 36"\\ , 4 uY. W""iir•" E',: :.<,.,;nL*,,,<«.<..:,�:',.:„:eb'„t<.,,.,,.,,,�,v,i\4,.x,>» sP- 22" 7 �a "M I IA W C7 X o t� 00 Office " ° < Master Bathroom a 10.75 1675", `ate 49.5" . 28" N y +,Y fl: I _._. ry Media Room 341D makeup �1 (� 9 °I N t I mirror e 40"door t' 61" 0 - 2 w pivot hi(ges N I Foyer i I , Y N174.5", " 5p"x 82" (room w:d:hl ° r. I 107.3" , tans ower: :'' ; 06 , , I a ; N 51.5" n ® > b ® 33.25"W 33.25"W 33.25"W 33.25"W " 33.25"W " > 9 25" 134"> 51" 60.75" 69.75" 67.75" 67.75 Entry Powder Room I I room legth V - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 69.875" 69. �5"....:< 64"> >: N " „ 35.25"W 35.25"W 35.25"W 35.25"W 35.25"W I 76.875" 96,125" 25.25" 26.5" 84.25" 53.5" L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Sokol Residence March 1,2015 Drawing Number A M M N N 308 Park Avenue Mattituck,NY 1 st floor plan 1 st Floor-Revised scope of interior work: (as of 3/1/15) framing,electrical,plumbing All a Scale:1/4"=1' 12" 32"aprox 12" Replace hiving roomframingand subfloor.Raise floor level to match kitchen and foyer subfloor levels. 55.75"aprox 55,75"aprox ; Reconfigure existinglaundryroom layout. j Replaces existing stairway and railings with quartersawn oak. „ Install new radiant flloor heating plumbing and controls. Replace all flooring with new 3/4"x 8"quartersawn oak.Sand and poly. Replace all electrical wiring,switches outlet and lightingn In rn scat 6 a d to et. : I I i Replace and rewire alarm s I I I I I I a stem. Y , II Replace II fi r a fiberglass Insulation with spray foam g P Y Install sta new drywall. Install new trim and doors. _ 0' 1' 2' 3• 4' 5' 6' 7' e' 9' 10• it' 12' 13' 14' 15• 16' 17' 19' 19' 20' 21' 22' 23' 24' 25' 28' 2T 26' 29' 30' 31' 7l' 33' r 35' 36• 37 39' 39' 40' Install new kitchen(included on original permit) Replace all bathroom fixtures n surfaces.Plumbing: P e a d s aces.P umb n . as needed. g I I I I Note:bathr000m uremain. ---' I co nt and locations P ' 1 I� II II Paint all surfaces x ' s aces a ce t for the and hardwood. p 36"D 'e.. 0' 1' 2' 3- 4' S' 9' 7' 6' 9' 10' 11' 12' 13' 14' 15' 18' 1T 10• 19' 20' 21' 22' 23' 24' 25' 1. V. 29' 29' 30' 31' f �'34'41 3�,�, 3T 39' 39' 40' � 1'tl 0 .1 684 5 REVISIONS: J-11?1: OR OCCUPANCY DATE: B.P. 3--2- uSE IS UNILAWUL ' F .--2 WITHOUT CERI IFICATE NOTIF-Y BUILDING DEPARTMENT ATI 765-1802 8 A TO 4PIM FHIE OR T Or- OCCUPANICY ,. FOLLCWI�-111G INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. IR'OUC-11 - FRAMING & PLUMBING 3. INSULATION PL UIV,BER CER TIFIC1.7111 4. FINAL - CONSTRUCTION MUST K COIMPLETE FOR C.O. ON LEAD CONTEWTEFO:77 ALL CONSTRUCTION SHALL MEET THE CER TIFICA TEOF OCCUPP,NEY REQUIREMENTS OF THE CODES OF NEW SOLDER USED IN WATER YORI-1, STATE. NOT RESPONSIBLE FOR SUPPLY SYSTEI!11 CANNOr DESIGN OR CONSTRUCTION ERRORS. EXCEED 2110 OF I%L SA 0. ------------- C011, j,-LY W171-1 ALL CODES OF X STATE & TOWN COD - - - NEW YOR PLUMBING ALL PLUMBING WASTE AS REQUIRED AND CONDITIONS OF &WATER LINES NEED SOUTHOLD TOWN ZSA TESTING BEFORE COVERING SOU THELD TOWN PLpNIN OARD SOU44�— ,o MU 00 NOT PROCEED WITH FRAPvii UNTIL SURVEY N.Y.S.DEC, OF FOUNDATION LOCATION 0 ........... 0 HAS BEEN APPROVED. I 00 r0 P-4 A st)z&6 ASE r,7"QU(1 Contact TOS Engineering at 765-1560 before I I 1 7-71 1 1 4�41 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 Backfill,OR Provide Engineer's Certificatfion LL-L-i I I 1 11 1 1 en installed to C:ode. that the drainage has be 7C) -Cy) xz RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 0 I I I I IF PROPOSED NORTH ELEVATION SCALE: 1/4" = V u r—i u �D - cit rq M O C� 0 O u Lq C, u (u 40 L Lf) Cu i� 000111L. 7 ROOF: CAF TIMBERLINE LIFETIME ROOF SHINGLES j( oroo =L--j OCDF- RADIUS ROOFS:METAL TO BE SELECTED BY OWNER VERSATEX IX8 PVC FASCIA BOARD 4— - — 1X8 PVC RAKE BOARD 1777710 GUTTER HALF ROUND,ROUND LEADER(WHITE) L u 0 7 ul) VERSATEX 5/4X10 GABLE&MAIN ROOF FREEZE BOARD :-jl L----JL---:-Jl 1 11 11 JL� J 0 VERSATEX 5/1 W/5-1/2 CROWN LOWER ROOF FREEZE/BANDING F I== L- ==r—!=r— 11-L-Ji '00 =— E-- SIDING: CEDAR 18" - MAIBEC 20 YEAR PRESTAINED VS. 18"R&R RED CEDAR SHINGLES,DOUBLE DIPPED O, L---J=== CEDAR IX6 T&G VJ CLEAR CEDAR PRIMED AND STAINED TO MATCH Nr 11 JL - tO OC�O��OOF�� FYPON COR5X10 BUILT OUT GABLE DECORATIVE BRACKETS Lj== E--z-jL-Il CEDAR 22"dia.ROUND CEDAR VENT,PRIME AND PAINT W� 1100000 000000000�O._= —1� 91- L C—JVERSATEX 7 ==E== OOO 5/4X6 CORNER BOARDS L CHIMNEY BORAL COUNTRY LEDGESTONE CULTURED STONE CAPPING BLUESTONE(TYPICAL) PORCH/Pi VERSATEX lX6T&Ge&cb PVC CEI IN BOARD VERSATEX 5/4X4 PVC CEILING FREEZE BOARD EXISTING NORTH ELEVATION. VERSATEX IXPVC GIRDER TRIM SCALE: 1/4 1 HB&G PERMACAST COLUMN COUNTER IX4 CLEAR CEDAR SIDE,STONE COUNTER TOP DRAWN: MH/MS ECKING 5/1 MAHOGANY SCALE: 114"=1'-0i" JOB#: EPS September 12,2014 FOUNDATION: HOUSE SHEET NUMBER: CEDAR PRIVACY HEAVY DUTY CEDAR LATTICE,STAINED A- 1 PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: i I i ♦ — - — - - - - - - - — - — - — -h�T — - — - - — h--'1 0 w wz W o0 00 - W a � a - - - - Q w O 0-) III L i ♦ , O F-' W ELEVATI N �� � • 4-aPROPOSED WESTO : a SCALE: 1/4" = 1' � NU cId 0 ^ M CA t �w;;, � •� � r� ai u � .� u 0 t\ J � V ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES oo y 4 �� — CUSTOM RADIUS ROOFS:METAL TO BE SELECTED BY OWNER IS w ry 00000oo�--I�____� �._ O;— VERSATEX 1X8 PVC FASCIA BOARD JL 1X8 PVC RAKE BOARD o��r�c� rolocor�oc000�o _r�c�oro� GUTTER HALF ROUND,POUND LEADER HI 01..E it J= SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFFIT BOARDS [� VERSATEX 5/4X10 GABLE&MAIN ROOF FREEZE BOARD 0 x 5/ o� VERSATEX 4X8 W/5-1/2 CROWN LOWER ROOF FREEZE/BANDING OC�OCO� cn [�====tOOI�OO J��7����C_��� ���� BID- MAIBEC 20 YEAR IPRESTAINED VS. Q' ;- IDING. CEDAR 18"R&R RED CEDAR SHINGLES, DOUBLE DIPPED �L= ILO = �11CL�- L - L CEDAR 1X6 T&G VJ CLEAR CEDAR PRIMED AND STAINED TO MATCH F 0 oL____J000 i I o�r000 FYPON COR5X10 BUILT OUT GABLE DECORATIVE BRACKETS � oo0oor�oo0ou�u:�uuo�,��uu��-- CEDAR 22„dia.ROUND CEDAR'VENT,PRIME AND PAINT ��� ® ��(OL�!°�CO - ♦ � �� VERSATEX [��"__ DO�C��OG� �O C � 5/4X6 CORNER BOARDS O C�OOI OAC �O�O�IO�O�I,_ CHIMNEY BORAL COUNTRY LEDGESTONE CULTURED STONE �L -JO[�OCJ� '= _ __L�_, ,_ CAPPING BLUESTONE(TYPICAL) It if Ln PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILIING BOARD ® VERSATEX 5/04 PVC CEILING FREEZE BOARD VERSATEX iX PVC GIRDERTRIM HB&G PERMACAST COLUMN EXISTING WEST ELEVATION � COUNTER 1X4 CLEAR CEDAR SIDE„STONE COUNTER TOP DRAWN: MHS MS-0 DECKING 5/4X4 MAHOGANY SCALE: 1/4" = 1' JOB#: STEPS September 12,2014 SHEET NUMBER: FOUNDATION: HOUSE CEDAR PRIVACY HEAVY DUTY CEDAR LATTICE,STAINED PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-2 MANUFACTU RER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: zz �\ 00-1 00-1 z o Qz o LL7o0 a L a 00LL Q� C0IIII I E'4 Hill 1111111111 111HIlliv W Q 11 -El ! H �D PROPOSED SOUTH ELEVATION o - SCALE: 1/4" = V H ctu ct o M ++ � U _JPO �[��. � � .��+,•(�a.`�.�` w � 1000L=J ODD u "0:j moi+ [ O[C�CI C�C�OC� - r - [ C� =vOC-1Uf .� � =O<�0�1� I� rn ..• cn ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES N v � u � cu ___-_�—l[_�f�1C�O�f-SOL-I�]C�__. . o w � �� ���� �U �t � CUSTOM RADIUS ROOFS:METAL TO BE SELECTED BY OWNER VERSATEX 1X8 PVC FASCIA BOARD 1X8 PVC RAKE BOARD IC I:�(�OO�(� • O O��IOC��iOC�� GUTTER HALF ROUND,ROUND LEADER(WHITE) l W I I iur— - CDO • -_ �f�—�` 0_• - I--•'-�0��00 O SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFIFIT BOARDS VERSATEX 5/4X10 GABLE&MAIN (ROOF FREEZE BOARD u U - o��oo�_ o_o - Ca0000000�c�oc� _ _� � -- - VERSATEX 5/4X8 w/5-1/2 CROWN LOWER ROOF FREEZE/BANDING V) 00 BID MAIBEC 20 YEAR AR PRESTAINED VS. S (DING. CEDAR 18"R&R RED CEDAR SHINGLES,DOUBLE DIPPED o� r--��-��-�. C���-•-� - - r .�r-� c�o�or�c�C�000�0000uocoo t���;[�C�U�!��(�f�OC�[��l��fO��l N I `_ IOC�DOOO - C-700L—L-jC_O�DOL��OC�7�'C�C�C�OCO CEDAR 1X6 T&G V1 CLEAR CEDAR PRIMED AND STAINED TO MATCH [� FYPON COR5X10 BUILT OUT GABLE DECORATIVE BRACKETS - - CEDAR 22"dia.ROUND CEDAR VENT,PRIME AND PAINT C�7 O O[—�— VERSATEX y . U 5/4X6 CORNER BOARDS �y CHIMNEY BORAL COUNTRY LEDGESTONIE CULTURED STONE EXISTING SOUTH ELEVATION CAPPING BLUESTONE(TYPICAL) SCALE: 1/4" — 1' PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILING BOARD VERSATEX 5/4X4 PVC CEILING FREEZE BOARD VERSATEX IX PVC GIRDER TRIM HB&G PERMACAST COLUMN COUNTER 1X4 CLEAR CEDAR SIDE,STONE COUNTER TOP DRAWN: MH/MS SCALE: 1/4"=1'-0" DECKING 5/4X4 MAHOGANY JOB#: STEPS September 12,2014 SHEET NUMBER: FOUNDATION: HOUSE CEDAR PRIVACY HEAVY DUTY CEDAR LATTICE,STAINED PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-3 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT 106 SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. II REVISIONS: I Rm I - _J Q ® ww � z o H o ° 00 a w - - Hill I., I I 1 1 Z H N � W EL 17 F-IF-10 El - O w 1--I Q p ULJ❑ ❑❑❑ Do0o00o0od 000000 4 D 0000004 D Oo0o0 4 O C) ®®®® ®® ®® PROPOSED EAST ELEVATIONx SCALE: 1/4" = V • cc3 0 M d- c� v m .r "O �' � ; s O X O M 00 ,ON i-� O' �_ U) o ROOF: GAF TIMBERLINE LIFETIME ROOF SHINGLES N � O W CUSTOM RADIUS ROOFS:METAL TO BE SELECTED BY OWNER - - -- O - ZLL I I I I I VERSATEX 1X8 PVC FASCIA BOARD i1��70�[;C� (��C=CICS C�O�I�C7��L`=,C [���i�C::�C--:�( C� 1X8 PVC RAKE BOARD I 0 BOO �J O C��J a • i-� -��� (O GUTTERHALF ROUND,ROUNDLEADER(WHITE) �O�O�lOOC7O - C�OO��OC� J E� X000000000 - �o�o�oo�- - � n SOFFIT: VERSATEX 1X6 T&G e&cb PVC SOFFIT BOARDS �or�000000r� 000�� �, O 3= :00 _�_7VERSATEX 5/4X10 GABLE&MAIN ROOF FREEZE BOARD O � COC�C=C� C� J'��O�O 00 R L ��'. �����CK. VERSATEX 5/4X8 w/5-1/2 CROWN LOWER ROOF FREEZE/BANDING u o�ol=C�ooco� �� BID- MAIBEC 20 YEAR,PRESTAINED VS. r�uu��oo�:.�coo�L�c�oo•� - SIDING: CEDAR �S L IOf I�OO�°(=( =O�=�C..=�l_J1 11 =OC 1. O 18"R&R RED CEDAR SHINGLES,DOUBLE DIPPED N CEDAR 1X6 T&G VJ CLEAR CEDAR PRIMED AND STAINED TO MATCH (� - - - - 0000000co�C000roow�or�o ��oco o0u�o=E_ `� FYPON COR5X10 BUILT OUT GABLE DECORATIVE BRACKETS oC000000�000000000000000 00000. — - — _ — OD0 � OOC�OO��' �O[-�' 00��0�DO� - OU - CEDAR 22"dia.ROUND CEDAR.VENT,PRIME AND PAINT 000 000[00 DO SOI O D OpOpOpa �O��DOpa OpOpOpQ VERSATEX u 5/06 CORNER BOARDS CHIMNEY BORAL COUNTRY LEDGESTOME CULTURED STONE ®® CAPPING BLUESTONE(TYPICAL) PORCH/PATIO: VERSATEX 1X6 T&G e&cb PVC CEILING BOARD :: ®® ❑ VERSATEX 5/4X4 PVC CEILING FREEZE BOARD VERSATEX 1X PVC GIRDER TRIM HB&G PERMACAST COLUMN EXISTING WEST ELEVATION COUNTER 1X4 CLEAR CEDAR SIDE:,STONE COUNTER TOP DECAL E: 1/4"=V-0.1 1: M1//MS i SCAL SCALE: 1/4" 1� DECKING 5/4X4 MAHOGANY SJOB: 12,2014 STEPS SHEET NUMBER: j FOUNDATION: HOUSE I CEDAR PRIVACY HEAVY DUTY CEDAR LATTICE,STAINED PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-4 MANUFACTURER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT PRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of 0 PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. REVISIONS: 1 I !-------- — _' Ii � 1 I ------ ___. I I _ EX.3XIO F-11 0,12"OC L j I I I �_ I—._ W :I I _-..... .... - • II _._-.............. ._. _._........I _ -- I — _I EI � I J W W1 W D ' w' to g I�_ a W Lu 1zc0 1 `N x UL I I 1 M o o rEX.(2)2X10)W - x o - , LL z -_I v W I '1'' 1 ' W ' O 1 •D - u ' X , EX.2X6 PLATE OVER 5-1/2"w X 8"d STEEL GIRDER ' 1 EX.2X6 PLATE OVER 5-1/2"w X 8'd ST ,GIRDER ^a 00 EEL . • , za pp ' O w' 'w 6"HIGH H I S I I g RAISED SLAB • ' g a a 1-� W P1 00 U, ' X In I"i, H Lu N� � o z I ! 1 I I 3�EX.(2)2X10 l o, ,o [� o I �j I QoEl xl Ix cn p r , N NIn -. - ' v �- ---- --� x I I x ►--� 1 " 1 � W W r ` � . ------------------' W ' 1 o Q eel `u1 1 1 ;> . W I------------• H FUEL OIL TANK . 1 --_---- ' r • I r I I _i I _ i 1 _ ;.' T-6"BASEMENT _._______•__.__. j.__ W CONC.BLOCK WALL I 1 _ E I i DOUBLE SILL PLATEI .� E ' - _. I j i— i W._�_..._.___'_.'�_--" --- .__�....—._.) I. I I ;-_ I _.._. _– -------------d ----------- I-------- I I_ .... —_ i_ m I L I I I_. L _ _ _�_► I_ I I__I _ _I _�I ______ I__ I I I I c _III I I j ---- . 1^ C7 ---------- ---------- i EXISTING FOUNDATION PLAN SCALE: 1/4" = 1' EXISTING COVERED PORCH No U M ------------------- EXISTING MASTER BEDROOM a ® O 1 I 1 , EX. MASTER ' I , BATH ' 1 1 EXISTING DINING ROOM --`---- II ; o 1 r ----------------------------------------------- ------------------------- I EX. BEDROOM No. 3 ; ; � C) ° v , ------------- ' I j C v EX. BATH Mlo. 1 I I _ _ II 11 W � 1 I I I I ----------- , --------� _ ----------'- 1 I '0 1.) -------- ------ 1 O 1 ; I �' � 1 I � U ,� 4; __ 1 N v EXISTING LIVING ROOM 1 II I I ' 1 I ------ ; I I EXISTING EX. BATH No. 2 " I I -------- I I KITCHEN ° z ' II I I — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - — - — - -------- I I ATTIC EXISTING BEDROOM No. 1 --------- ; SH 1 ACCESS ; I . V ----- - O --- 1 �-------� T-6"CLG.HT. � I EXISTING ENTRY 3'1"MAIN PLT.HT. U) 1 2X6 RR @24-OC 1 I 1 � 1 1 1 o co O o 00 EX. BEDROOM No. 2 I I I I " U I I I I I I 1 1 - EXISTING PORCH l .� DRAWN: MH/MS SCALE: 1/4"=1'-0" EXISTING 2ND. FLOOR PLAN A. ` JOB#: EXISTING 1ST. FLOOR PLAN September 12,2014 � SCALE: 1/4" 1' SHEET NUMBER: SCALE: 1/4" = 1' PAINTER TO PRIME AND PAINT ALL DOOR EDGES TO MAINTAIN CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWINGS,THE SPECIFICATIONS,AND THE FIELD CONDITIONS,AND SHALL REQUEST CLARIFICATION BEFORE COMMENCING WORK. CONTRACTOR SHALL VERIFY ALL GENERAL CONTRACTOR TO COORDINATE MEETING WITH OWNERS FOR APPROVAL OF ALL GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL BUILDING DEPARTMENT INSPECTIONS A-5 MANUFACT'URER'S WARRANTY AND SHALL BE INSPECTED TO VERIFY ALL WORK. DIMENSIONS AND CONDITIONS AT JOB SITE,INCLUDING BUILDING AND SITE CLEARANCES FOR DELIVERY OF EQUIPMENT AND MATERIALS,AND REMEDY ALL DISCREPANCIES WITH ARCHITECT IPRIOR TO THE COMMENCEMENT OR CONTINUATION OF WORK. ROUGH ELECTRIC,PLUMBING,AND HVAC PRIOR TO INSULATING AND SHEETROCKING AND SHALL SECURE THE C of O PRIOR TO RECEIVING FINAL PAYMENT FROM OWNERS. I I I i i REVISIONS: -----+--------------------------------------------------- ----------------- --_-----_ ----------------------------------------------------------_-----_----------------•----- (4)2X10 ACQ GIRDER (4)2X10 ACQ GIRDER ' ' (4)2X10 ACQ GIRDER- ' ------ (4)2X10 ACQ GIRDER (4)2X10 ACQ GIRDER (4)2X10 ACQ GIRDER 1 I (4)2X10 ACQ GIRDER I �� _ _ _ 1_ _ _ ___ _ I EEEE - ----------------------- --------------------- ------- --- -- --- -------- *--------------- r---------------------T-©-T------------------ ---1-0-1-------------_ -----T- _ -T--==-_ ___--_-___---------1-0-I----__-- _ ---_--- -------- --------------- -l- 1 -T-®-T -'-� ' + „ • " a • , » 1 12"dia�CO C.PIER „ a r /r • " a » 9'-51/2 9'- 6 10'-10" lo'-10", (2)'#5 VER REBAR 7'-7 79-7" 7'-51/2 1 �/ INSULATION REQUIREMENTS: 65 -0 24"X24"X12" NC.FTG. ' °' Y BELOW GRADE(TYP.) FLOORS: R55 SPRAY FOAM INSULATION , , o 10, 1 tj PROVIDE FRAMED OUT APRON v v a a ' UNDER DECKING WITH CLEAR < Q , FLAT CEILING: R55 i CEDAR,HEAVY DUTY LATTICE x x ' C CATHEDRAL CEILING R33 I MI 20'-51/2" I� ' ' EXTERIOR WALL: R33 1 , Lo 1 , 7'-23/4" 6'-0" 7'-23/4" 2X6INTERIOR WALL: R19 FIBERGLASS INSULATION 1 0 , � I (2)2_X10 ACQ_ _ _ I b 2X4 INTERIOR WALL: R13 _ I ' - ' REMOVE EXISTING -- STONE PORCH ' I FLUSH HEARTH- I ; ® , ,x, LEDGER BOARD TO BE FASTENDED ao r 4. 4 o. . I TO BUILDING WITH TIMBERLOK® I � '_�__--- #5 REBAR@12"OC I ' dp Ga°,-. 1 . ,° I #5 REBAR@12"OC SELF-COUNTERSINKING SCREWS 1r—011 6'-11/2" 1 I/'" &@ FTG. (TYP.) I 1 , °rd •°' � D 4 • , &@ FTG.(TYP.) Y OLYMPIC MANUFACTURING N REMOVE EXISTING I I - �hFASQN�OvkRlr �]AUJu 8x16 VENT (2 SCREWS @ 32"O.C.) -- - -------- �qA /EX.3X10 FJ (a.12"OCA BATH FIXTURES. I I AIREP GE1SIZa TWDLUxIP r - - - - P------_- I--ff e o - FI &PRfbR.TO NSER CTI10°N O 2X10 ACQ GIRDE 1 INSTALL NEW 1��� D ____ ---------- SLOP SINK 11 1 ------ ---------a-, o� 'oQ -- ------- - - -;------------1- 11 ____ M j 1 0 ;e •o a r 0-r a v. Q 1 -------------------- 1 ----• ' I I I I-_'• REMOVE EX.WALL - `- tin�1 I ' o D;oho•_QQ? Q,_ o- o�D` i AS REQUIRED FOR f f ii Lu p IN I FIREPLACE FOUNDATION I nn I EX.RETAINING �'1 w'� `� ' niiaf ' WALL TO REMAIN ------ FLUSH H€ART4+------- fill V 1 p V1 I �__-- 2X10 ACO 1?1 IF' @16-OC enol I • , I IIII 1 �• O REPLACE EX.DOOR I W IIII N 1 NEW ACCESS OPENING "" ' 1� ---AT CANTILEVER t45 MIN. FIRE RATED , --�36"WIDE,VERIFY ASH ' 1 FOR EXISTING SHEETROCK TO BE REPLACED DOOR w/SC HINGES H DUMP ACCESS w iv EXISTING EGREDSS/OWALK OUT' 5/8"TYPE-X FIRE RATED AND STEEL JAMB g I I v ADJUST RETAINING WALL f 11 ff SHEETROCK PER CODE w, AND WALK WAY AS REQUIRED' -5D 5X5X --TEE IY w '� CONSTRUCT DOORWAY AT ADD 5XSX1/4 STEEL POST w p = I o3 DECK APRON(VIF w/ARCHITECTS �L" FOR BEAM OVER OP ING > iv ;" , '• r 00 AT EACH END.ADD O V I I N r1I I t : rl p�a ' ADDITIONAL 36"X12"�TG I ^ s Lu _j �Iin W w/(4)#5 REBAR EACH WAY 11 ' 0 3 E_X. (2)2X1_0 w nn _ � •1'O'� • I I N I X x I N IIII I B :•f Lw f NEW 001/4 TUBE STEEL COLUMN w 3 'IF — — � I fill g f:F'-'Od 3 f WITH 6"X6"BASE PLATE ON ' 00 f w' — — J , w V1 Lu'� � 1 5'-6"X5'-6"X1'-0"CONCRETE FOOTING I 1 Q 1-6 - ,.•,• , REINFORCED w/(7)#S REBAR EACH WAY , - - ,-� - - - - - - -�� - - - � - � - - - � — — �-�' - - - - - - - • ' O (� ''�y ava ° ' ' ' EX.2X6 PLATE OVER 5-1/2"w X 8"d STEEL GIRDER ' _ I EX.2X6 PLATE OVER 5-1/2"w X 8'd STEEL,GIRDEl2 •--""--• ' (3)2X10 DF#2 w/(2)1/2"STEEL FLUSH BEAM 1 I REMOVE EX.STAIRS - , IIII , p 1 45 MIN.PIRE RATED L a , CLOSE OFF OPNG. f DOOR w/i5C HINGES 1 1 w' — 'w EX.6"HIG a__TUI__: I O, xo f AND STEEI JRFi18'--Ip- -'-• gI� � IS RAISED SLAB nn f - 0= I "� M 0. - I1 ' " 1�1 '.Z Q 3 f ' W'r — — -I 'w / DBL(ATICANTOILEVER)6"O „ , { ' nn I • In:< t:Y .. IIII,y,, I V x < a f INSTALL 5/8" Cc TYPE-X w p d - I L _ _ J I N Int p 1 m ' FIRE RATED SHEETROCK > IY I ^' '^ IIII oc 1 .•. � O � fill V 1 p V f ON CEILING PER CODE ,,, J L J ff a f z I ~ w 3�EX.(2)2X10 3 nfi a f 'Co > X ; g � (all X4— - �--re$' N I I^ ffif m ' CA DECK ER ` g (2)2X10 DF#2 w/1/2"STEEL FLUSH BEAM- — - — - x v 1111 R , I 1 Int , O o O , --•-- r 12"dia.CONC.PIER 1 1 L-------------• ' • O ' 1 I 1 1 , ---I 5/8"TYPE-X FIRE RATED 1 ' ' REMOVE EX.FIREPLACE f 1 1 (2)#5 VERT.REBAR ' SHEETROCK PER CODE `----------- FOUNDATION (4)2X10 DF#2(FLUSH w/JOISTS 24"X24"X12"CONC.FTG. ; 111 ' I RAD (TYP.) `- nl--1-------- � FUEL OIL TANK _ T-0" 3'BELOW GRADEQ� Q f , #5 REBAR @12"OC #5 REBAR @12"OC ; ; REMOVE EX.FIREPLACE ; -NEW OPENINGS 8'-0" filloc f 3'-0" c ' &@ FTG.(TYP.) &@ FTG.(TYP.) n FOUNDATION ' nn I ------------------------------------------------------- c #5 RE AR@12"OC D 1 n11�1 ' . .v - v a v •� - v a v •� '. v •�J C ; I ; o &@ TG. (TYP,) f f#5 REB R @12"OC 111 ' O fa a e --------------- -- R 1&@ FTIJ.(TYP.) fni�f N -------------------------------------------------------------- I 1111 Q 1 I W ' I • 1 1111 O I 0 ® t d I ,• 1111 5^1 W O 20'-81/2" LEDGER BOARD TO BE FASTENDED f ° 1 O'-63/4" 7'-01/4" f ° kOVID FRAMED OUT APRON W TO BUILDING WITH TIMBERLOKG ; c = 'UNDER DECKING WITH CLEAR N f = SELF-COUNTERSINKING SCREWS f f CEDAR,HEAVY DUTY LATTICE O I ' PROVIDE FRAMED OUT APRON REMOVE EXISTING BY OLYMPIC MANUFACTURING O ' WINE CELLAR f r '-viii--f' r--� UNDER DECKING WITH CLEAR STONE PORCH (2 SCREWS @ 32"O.C.) f O C11'I i f f ff �� N U f CEDAR,HEAVY DUTY LATTICE f 2 nn I 1Y 1 I .- NOTE: ' 12"dia.CONC.PIER f LL 1111 1 I 1 71-391 „ w .. nn 11 INSTALL 20kw GENERIC PROPANE 1 (2)#5 VERT.REBAR I c — 7P-319v _ GENERATOR WITH TRANSFER SWITCH f 24"X24"X12"CONC.FTG. f o 3 4 p ffn Olf O -r----+ 3'BELOWGRADE•(TYP.) ------+ •---- --- ' do I nnVl I 1 I I I I I Q •- -; l 0 1 Q 1111 QI I� N (3)2X10 DF 2 FLUSH GIR iR 3 2X10 DF#2 FLUSH GIRDER 1 N 1111 X 1 GIRDER ' ' 3 2X10 ACQ GIRDER ' ' (3)2X10 ACQ GIRDER ' ' (3)2X10 ACQ IRDER� 1 v •� - ________ ___ N I U1/2 ------L-- -- ---�-----------------L-- --'------------------------ -- --4-------- - ----r -------- __ ____ _ _________- =z I fill^1 M E6L LALLY COLUMN ' ° ' ""�-II � 1 N 1111ILL � w/2X2'xrC0r4C.FTG. (2)2X10 DF#2, n 1 " 1 " , , 1 4 0 w 9 -31/2 9 -31/2 10 -017'-01/2 0 O m - UP ' D f 1 f 1 ---- ---- ' X'" c0 0 1 . 1 @16"OC f If N v r » , „ I , N Z) I ____ ____ 1 1111 1 �y' O �-J - -- --- I t `--IIII�I• 37 -2 4 —O ' i- + 1 1111 01 r V0' .' -- -T .' I 1111 IY I X N ILUL v-1 -- ---- I ° I IIIIVI O In �' v ° "N 1 1 (i 2 10 F# ' 1 1 EE�LALL COLUMN n I a 1Cl) 0 1 I I I o I 1111 U I C 1 D O U$ B A , - B'X2'XI' ONO.F, nn Q 1 X O 41-0„ f f f f f f f f f r f ffff X f �" w I C I �" I I I I ° I 8 —0 IIII N 1 Q I , , I 1 I I I 1 I I 1 . -- - v .L+ I 1 00 3 -61/2 I I 1 1 I 1 I I I 1 I I �0 I d I 1 1 1 1 1 I 1 14,9t @ ��•11 --- =3/8-'r-- D ---- ----------- '- G `ti - - - • -------- cc - 1).EXISTING FOUNDATION:8"CONCRETE BLOCK,7'-6"+/-HIGH WITH DOUBLE - o+ e _ p e - o. e C"; - n• a pFOUNDATION PLAN - . ',v= =1' Cu SILL PLATE. N "w ' ------ ----------------------------------------------- ----------------- - � > > ' � U M ,-"I — % 1\ 0 f __° f 3'-4" 15'-10" 7'-4" f :Icf '� 10 2 .REVIEW PLAN FOR CUT OUTS FOR ACCESS TO CRAWL SPACES/ADDITION. a SCALE: 1/4" = 1� ' :� � a ; ; � ;'X 10 o W � 3).VERIFY NEW WALL HEIGHTS PRIOR TO CONSTRUCTION.ADJUST AS REQUIRED M ' I N N S FOR FINISHED FLOOR HEIGHTS TO MATCH EXISTING. r f f r ' w 1 O PROJECT NORTH f (N I E 4).NEW WALLS TO BE 8"THICK POURED CONCRETE,3000 psi,EXTERIOR TO BE 1 I N I ° ti f � DAMPPROOFED WITH A BITUMINOUS COATING PER NYS CODE. f f I ; ; CRUSHED GRAVEL I INTERSECTIONS WITH EXISTING FOUNDATION TO BE TIED IN (DRILL AND ' ' pp a 1' UNDER DECKING. 1 t 1 , ti PROVIDE DRAINAGE ' N EPDXY)WITH#5 REBAR AT 12"OC AND AT FOOTING. 1 t yl FOR SHOWER AREA If W (TYPICAL) 5).NEW FOOTINGS FOR WALL TO BE 16"WIDE X 8"DEEP,MIN.Y BELOW GRADE. STEP FOOTING AS REQUIRED WITH SLOPED GRADES.FOOTINGS TO HAVE ' R-- V 1 1 I 8 dia.Ca L.ISII'k WINE CELLAR NOTES: 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOIL I v _aFTpyVLBgpE(1Yp,L O 1).PROVIDE CLIMATE CONTROL.STORAGE ENVIROMENT TO BE (MINIMUM 3000#CAPACITY). f f ; ° (��:'/� 0 MAINTAINED AT 55 deg.F.AND 65%RELATIVE HUMIDITY. 6).FOUNDATION SLAB TO BE 4"THICK,3000psi CONCRETE ON COMPACTED FILL. I hi2).DOOR TO WINE STORAGE TO BE MAHOGANY.PROVIDE INTER- INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB MEETS ADJOINING oll LOCKING BRONZE WEATHERSTRIPPING,DOOR SWEEP AND WALLS.COLUMNS MUST ALSO BE BLOCKED OUT AND ISOLATED FROM THE I ,°` 51, N THRESHOLD.DOOR STYLE TO BE VERIFIED w/OWNER.GLASS REST OF THE SLAB.THE BLOCK-OUTS AT COLUMN BASES SHOULD BE SQUARE f ; j r� f ;I N NII O PANELS MUST BE DOUBLE-INSULATED.FRAME TO MATCH DOOR. AND POSITIONED SO THAT THE POINTS OF THE SQUARE MEET THE CONTROL ' GARAGE I = J ' DOOR TO BE 1-3/4"THICK WITH A SOLID CORE. JOINTS.CONTROL JOINTS SHOULD BE NO LESS THAN ONE-FOURTH THE • ; ; �O f f a al � O THICKNESS OF THE SLAB IN DEPTH.MAXIMUM JOINT SPACING SHOULD EQUAL GARAGE 'a a'f 3). WINE RACKS N.I.C. SLAB WIDTH.MAXIMUM JOINT SPACING FOR 4-INCH THICK SLAB IS TO BE NO f f i IN N f MORE THAN 16 FEET. O I w/6X6 8/8 WELDED WIRE FABRIC OVER 4"GRAVEL I 1 N NOTCH 2"DOWN AT OVERHEAD DOOR OPENING la N ' (� 4).WALLS TO BE FRAMED w/2X6 STUDS @ 16"OC.BOTTOM PLATE I I IN 1 TO BE ACQ AND FASTENED TO CONCRETE. 7).PROVIDE 2-2X6 ACQ SILL PLATES UNLESS OTHERWISE NOTED.SILL PLATES TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND SILL SEAL(TYPICAL). --------- 5).INSULATE WALLS w/R21 INSULATION.PROVIDE 6 mil.POLY ; 4l-0" Q' VAPOR BARRIER BETWEEN CONCRETE WALL AND INSULATION. 8).PROVIDE 5/8"DIA.ANCHOR BOLTS AT Y-0"O.C.AND W/1 V-0"OF CORNERS, 01 INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS ARE TO HAVE A 6).WALLS AND CEILING TO HAVE 1/2"MOISTURE-RESISTANT GYPSUM MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO BOARD,SCREWED,TAPPED AND SPACKLED.WALLS AND CEILING TO BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. BE PRIMED.PAINT CEILING w/2 COATS OF BEN.MOORE PAINT. N 9).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE 7).INSTALL 1X4 T&G CEDAR,VERTICALLY.USE STAINLESS STEEL BLOCKING AT 8'-0"O.C.AND MIDSPAN. -1 '� r FASTENERS.TRIM MATERIAL TO MATCH.DO NOT INSTALL BASE TRIM BEHIND RACKS. 10)INSTALL SMOKE AND CO DETECTOR PER CODE. = 4v , 8).FLOOR TO BE TILED. 11).EXISTING FURNACE AND HVAC SYSTEM TO BE REVIEWED PRIOR TO BIDDING. I Y' ,�• ; VERIFY FURNACE CONDITIONS MEET CODE WITH CLEARANCES,FLUE,etc. I f f ,. DRAWN: MH/MS d --------- -------------------------------------------------------------------------- 12). ---- '!1. 12).INSTALL 5/6"TYPE-X FIRE RATED SHEETROCK OVER GARAGE AREA AND OVER f • v v a v v a v - v a v v a ; , `�, - Y SCALE: 1/4"=1'-0" FURNACE. 27'--10" September 12,2014 SHEET NUMBER: ■ A-6 --------- -------------------------------- REVISIONS: lop 65-010 -------- -------------- ---------- 18'- -----a --- ------- ------------------- 1 18'-111/2" i D 21' 8" 1-5-1-- .2" ( 7'-51/2" ------- ------------- ------------------------------------------- - I INSULATION REQUIREMENTS: (4)1-3 4X14 ML GIRDER r__, (4)1-3/4X14 L GIRDER _, (4)1-3/4X1 ML GIRDER r_ (4)1-3/4X14 ML GIRDER r__ FLOORS: R55 SPRAY FOAM INSULATION I - ------- --- - --------------------- =_====== --------- - ------- ------------- ------------ I ---------i --- --------- ---------------------------------------- - ------- ---------- ---------------- ------------------ --------- ---------------------- --------- -------- �_ - ------ - ------------------- III ----------------- 12X12 FG COLUMN + _ FLAT CEILING: R55 ' ' w/6X6 ACQ POST ' ' ' ' ' ' / "' CATHEDRAL CEILING R33 Lu III I - -- - I (TYPICAL) LuIII . --- �, PORCH . . . . , ' III III �. I FLAT CEILING / EXTERIOR WALL: R33 O .E I11 x l-'-, cisXI ChI `d'C I I �I JI IJ JI III n i vz+i M. m m � . r 2X6 INTERIOR WALL: R19 FIBERGLASS INSULATION 57 -0 2X4 INTERIOR WALL: R13 X III n ' . 111 " � c� - ------ OOH Q, / 111 p+ �n 20'-10" N' 'N 36'-2»,l x, X, .x x. ry ...o , n 1 , » ° , » ° , »- r -» �• 111 l7 LO 6'-101/4" I 10 53/4 1 3 -61/4 00 1,3 -2 0 -03/a- 9 -5 A 11, I . . �.', , ^.' u , I I 1� DH3260 FWGD6080L - 11 i ^ v_ .— vl I v I,''' I I `�`� ni 5. / X nl� (3)9-1/2 ML HDR (3)9-1/2 ML HDR 1 1 � 111 N 13'-6" 6' 0" I (2)2X8 DF#2 I 1 I I 1 III I I 1 1 . III —' I 48"OPNG. I ' I I I I ' TH No. 2 1 FLUSH HEARTH 1 1 1 "' LO N III LO a " " `� in FWGD6080L 1 - - _ _ I FWGD6080L ' FWGD111080-4 m d I (3)2X10 HDR`*_ (3)2X10 HDR a- ;' ; (3)1-3/4X14 ML HDR I 1 I m EDROOM No. 2 , / I; 0 I N I 48"OPNG. FLUSH HEARTH , i ' ' I I ' , i O Ip 1 1 00 "W _ w z UEEN I g' L11014 �� © o ; L o ® L F PORCH , ;X O [� a ------, , 2'- 2'-0" x _ _ ----� - r _�� Q FLAT CEILING i i M - a! \ N .I ! ___ ____ //•11�,,•�\ 4'- 1/2„ 2,_2» /2" 3i i - - -O O - -� • 1 I of 11 , I 1 I I 1 1�• 8 ° � 1'6"•• �' 1 I I I I I I N 0 ° o N' I I I I [� I' ' ' 12X12 FG COLUMN N BATH No. 1 I OPEN I [DINING ROOM w 6X6 AC POST H '- SN N , , » � ,_ 1 » TO (TYPICAL) Q 5 - 2 4 3/2 rn ABOVE a I 1 N I ••N --------_ .y'l i I I I 1 r r I 0 ^ u <' I I I I I 'fli ' r-- \ � \ ----------- W;,I I I I r- l T- 2 15"tleep • III + (CLOSET)_ °0jI'_________ O __ IAR' III I H..l I I -_-_ _ - __ I I =; d,wc I I 1 127 LO L() N ,_4 -- -- 1/1 412" 3'-6112" I u_I'1 V� l\� I I I c", I I I I I ---- -_- I J 1 I (-- \J 1 Y �J 1 1 I III S I`O W I 114.1 I 1 d+�� I III LIVING ROOM G;� ; �L ;;;� o -I 1 r --------- : I I —iIi i i 3a-� I /,Ii i l I [P'"�� ' '--L-- - in°C I r — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 -6 RUEEN ------- m I I 3','��I,� I ,—_ ' ' I lFl I I C ; IIIJ .. < W J, yhl r I I� — r , , �I ' E ill•� I I r,� G 1W.. I I <I ISI I 1 'g ' ; 111 d. ,--• --____-__ a In t}I I I IDB I I 1 ____ 111 I I ❑ a I I Micro Ws" ' I I I '-� ___ III,Xd. ______ __ _ (V I I X 1,`-- I--cvb I T,vie- 1 I I 3 davwcn + ` - �I k 1 111\ N EJ / O - % " M, — -� -- +1 — L-_-J-- ---- - �' R ' iiia cT --------- _' ``__ ---- -------------------- ---------- '--- -------- r - ►� , .-- I L�-- - - - - - - - - _-_ , > I I I ( ) . F 111 PROVIDE I m � �- -' 2 1-3/4X14 ML FLUSH BEAM i I 1 1 1 "'y I KITCHEN — I I N -- I I ' I ;;; AS HOOKU Z Ln 9'-10» ,_51/2" ----=�--- x 5-< I I I ----- i 111 14"TJI560 WOOD-1 FJ @ / I (2)14"ML . � N I I I I I '� I , r r 1 ,--. I VI �1 STAIR:16r 9t N "I I O 111 ^ I Q N ' @ 7-11/16"r I I .1 I I , , 111 Ln I 0 0 I� 1 , » I I 13dmm�e rZ.7 „ I 1 , I 1 ^I ^ I o 21/2 16'-51/2" 1,3'-61/2" ---- 1 i _ rn I F-r-� �_, I ^I o (3) /2 ML HD (3)2X10 HDR 3)9-1/2 ML FOR ' _ =[=I [] ■ ❑ lo I M�--�I--�I f� (D BEDROOM No 1 �. _ ---------+ �------- ------• --- =• � c7 � � -4x3-0x1-4x8-0 LH ENTRY I ' ' 'Lu I W --------- ---------- r ADH32 0(3in ULL) I I i 110° � L.L., ----•- ------ ----- "� I Elevation A I U (3)2X1 HDR I . M i -------------- ----- D W m ; ;V H O ' I J .� U 2 ADH3260(31n MULL) N d W; N p I ; .X Ln I co _ O; -I LAUNDRY' ROOM � M Q i ; � I � El FE11 [JUD I ^�, � N o , , PROVIDE DRAIN PAN I 1- I o N j N UNDER WASIHER(TYP.) W I N Q QI I I I I I I ° \ 0 MI I 1 II ^ � n _ n u , PORCH1 0: O ; FLAT CEILING I ce, ^� 5 I ;Ij ; �1 ____-___+ •111+ I 1 1 I I , I� I p4 io X ° W I ^I III 1 1 I I 1 1 m 1 0 0 ° 1 1 I 1 I I ^ � "Q � ' _ , i- 11 1 W 1 I I I 1 1 I A ff -� » III I 1 I 1 1 I I0 O N 1 -61/ 112'-�1/2 III- I �:, 1 12X12 FG COLUMN �N M N III V I 1 1 1 , 1 w/6X6 ACQ POST � ' � 2 `- (TYPICAL) N til MUD ROOM ^i x FPORCLAT IH � ; -� ; o � r-- --• --+ I M N x I I I 1 1 l��l I N 1, F a------------------------ ~_,��,��...[[yy{{.. __ _ I 1 ------------------------ 'a --- ----- ---__ 11 In III,\ I 1 1 1 I 1 N I I m O I -t----------------------- -------_----------- 11 ------ - ---------- ----r. __7 --_ ----- --- - r -I M III M 1 1 1 1 I I ++ (2)1-3/4X14 ML GIRDER (2)1-3/4X14 ML GIRDER (2)1-3/4X14 ML GIRDER (2)1 3/4X14 GIRDE 111 Ills I Elevation B x m m o (2)14"ML I O 1�i ---------------------------- , I 1 1 1 I 1 I I X -------------------- CD 9 —31/2 9 —31/z ----- 7 —012 0 - - --- --^ - --- - �o°_c N I --- - ----- ;j O ----------------------------N I ----- - I , r- 00 4'-7,r 1 -h 1 4'-1" 8'-0" rn I I �.u+ x 5 -4 15 -41/2 3 -7 9 -01/2 3 -10 PROV in I I v WEATHERSTRIP G ' ' ' .-. M 3'-6" 4'-6" ' 'M Elevation C Elevation D ON u m » , » , » AND DOOR E X- D 1 I I I , I— 20'--81/2" 16'-51/2" 41-0" N I v 16r 9t I �N v @ 2X10 HDR 1 ' ' ' ' ' 7-11/16"r ADH3260 71 1).PLATE HEIGHT AT 9'-0". D 3'-0" O � ' (3)9-1/2 ML HDR. 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. 45mfn.FIRE RATED DOOR SELF-CLOSING HINGES AND STEEL JAMB --------------- n Elevation E Elevation F I c� NOTE: 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. ALL INTERIOR W4 BADEXTERIOR LL BEARING HIONORS TO GES PERBDOOR LL WITH 4).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS -----y 11---------------- ALL _______________ALL EXTERIOR DOORS TO BE KEYED ALIKE. OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS I.; 1 .I I KITCHEN INTERIOR ELEVATIONS I u ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR ' KITCHEN TO BE SUPPLIED BY CABINETS PLUS GENERAL CONTRACTOR TO COORDINATE I 0 MICROLAM HEADERS. ^ 1 1 O 31 OU OR O 700 MAIN ROAD,AQUEBOGUE,NY WORK FOR KITCHEN,BATHS,LAUNDRY ROOM I � 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE N I�' 1 ; ! S R I I (631)727-8062 WITH CABINETS PLUS DURING CONSTRUCTION NOTE: APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING .I' . I; N L — — — — — — — — — — — — — — — — — — — — — — — — — — — J RADIANT HEAT IN ALL TILED AREAS HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. 6).EXTERIOR OPENINGS TO BE ANDERSEN A SERIES HIGH PERFORMANCE A LOCATION: AREA: WINDOWS AND DOORS.GRILLES TO BE 1-1/8"WIDE WITH SPACER BAR. PROVIDE SCREENS FOR ALL OPENINGS.GC TO BID STANDARD .'' ,Ql, HARDWARE,VERIFY FINISH AND STYLES WITH OWNER PRIOR TO 0 �''i _,I I> ce ° , LIVING SPACE: 1948.5 SQ. FT. ORDERING.TOP OF WINDOWS TO MATCH 8 DOORS. ^ Q 01 I " 1 • W Q'.I -1 ' JI''Q W I V * PROVIDE ALTERNATIVE BID FOR ANDERSEN A-SERIES VS.MARVIN O Li-1b �' w ' w --'-' N o O (GARAGE: 660.0 SQ. FT. LOW-E II CLAD ;I PROPOSED 2 CAR GARAGELu N x ce .I = , . cY O 1 N 7).SPACED MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS LL', ' 1 , 5/8"TYPE-X FIRE RATED SHEETROCK N "' x PORCHES: 1713.6 SQ. FT. UNLESS OTHERWISE NOTED. co':I i ON WALLS AND CEILING I O , 1 8).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 °;'i 3 ; 3 i';° ice" �Mw;r AND 2X4 WALLS AT R13. ' I 9).INSULATE CEILINGS WITH R30 INSULATION. PROPOSED 1ST. FLOOR PLAN „ ^ , 10).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8 SHEET ROCK. p ' , - ' p i i BATHROOMS TO HAVE MOISTURE RESISTANT SHEETROCK.SHOWERS SCALE: 1/4" - 1 L TO HAVE CEMENT BOARD(TYPICAL). N ; v ; . ; N � 4,�j�T{ •` 1 1 1 T' �I S r- III , I I, yl,;+(�* .���"�`-�; DRAWN: MH/MS 11).INSTALL SMOKE AND CO DETECTORS PER CODE PROJECT NORTH ----- `„:` ' SCALE: 1/4"=1'-0” f a.. E I '12).INSTALL 20kw GENERAL CENTURIAN SERIES PROPANE GENERATOR , 27'-1O" JOB#: ON CONCRETE SLAB.SCREEN OFF GENERATOR WITH 5'+/-TALL September 12,2014 N ARBORVITIES(OR SHRUBS AS SELECTED BY OWNER).LOCATION TO _�� i t_ SHEET NUMBER: BE VERIFIED IN FIELD WITH ARCHITECT AND OWNER PRIOR TO -F 12'-10 INSTALLATION. I (3)2X10 HDR (3)2X10 HDR 13).INSTALL/BURY 5009a1.PROPANE TANK.CONNECT TO GENERATOR, OUTSIDE APPLINCES(FOR GRILLE),KITCHEN APPLIANCES AND DRYER. A-7 LOCATION TO BE VERIFIED IN FIELD WITH ARCHITECT AND OWNER ADH3260 ADH3260 DD InD'rn IAIfTAI I A'rinkl REVISIONS: 22'-73/4" INSULATION REQUIREMENTS: L(216"ML -;-/ D 1 E FLOORS: R55 SPRAY FOAM INSULATION RDER0_- 8'kdiUa O FLAT CEILING: R55 FC,COLMN ; 4 CATHEDRAL CEILING R33 PORCH ` (1YPICAL) •`� EXTERIOR WALL: R33 FLAT 579-09f ,CEILING � ' _---- ----- 0`1jF j, ��%f0'-41/4 3' 73/4 13'-2" 11'-63/4" / \ ;�• 7'-11" 2X6 INTERIOR WALL: R19 FIBERGLASS INSULATION ' 2X6 C Fq Z6F� ' O O - O 2X4 INTERIOR WALL: R13 2 16" ' @16"OC/ @1 I I ' 8"dia FG � GIRDE 0 it•-336115 d d % COLUMN • (TYPICAL) ZE • . (3) C10 HDR. ' PORCH ct N N i O i ?��x6F CEILING '/ �'Usti �r �e F � _ I APW3250-2 APW3250-2 FVb 60611 6115 (3)2X8 HDR. (3)2X8 HDR. (3)2X10 DR. 1 BEDROOM No. 4 I F-+ ° v r� 1 O O MASTER BEDROOM N o M QUEEN r 2'_6 , z Lo „ „ , „ , „ r- a 10 2 aI 11 –31/2 20 –51/2 14 –11 I CO N ,m o O O N I BATH No. 3 x Y �y O lu_ J " _ (4)2X10 DF#2 ¢ OPEN T^ TO D z1 B "cv I ---=-� - - - w BELOW � o B F-� N cl � ° �S Lo M - 2 OII ATTIC ql = o=o cN O I is ACCESS x N p 1_— L0 � N' J Q ' I ----_ (4) X10 DF#2 LL 4'-7" 10'-4" "' H � g I � Q a �1 • '—6 Ex QUEEN ° Lu NO ------------ O 3 4'-6" 51/" 4,-6„ c- J 2'.6' WALK-INN = o 10 4 -1 x I LOFT CLOSET o x 7- N 00 cla WALK-IN M °a p1. I N N _ _ _ _ 4 2X10 DF#2 FLUSH BEAM I rn CLOSET i BEDROOM No. 3 �>ti s? 't''A+�o Icn o „ - N Q I �10�� CATHEDRAL CEILING `��M2 ^^I I ' O _ -I ti f (3)2X8 HDR. `--------- to `, 11 P4 tC) 12'-31/2" N 7'-03/4$1 \ CU OM RADIUS(3) INDOWS: 2'-6" O W POST 20'-10" DIUS,4'-3 3/8" LANKER LEGS, (iYP.) EACH U IT WIDTH:3'-6 /8",3"MULLS N WO ADH3250 ADH3250 ADH3250 8'-2' I t-81/2'L.2'-8 1/ �'"' C) N Q I '- 5'-01/4'p '-014" 5'-4" 9'-61/4" 00 10'-111/4" MASTER BAT v a H 5 4 5 0/4 5 / 6, H o 00 I L I U N 20'-81/2" 20'-51/2" 00 + -I N N a J rO E 41'-2" N 31-0„ 0 to N M L °> •= O q 1 = wv I = o N I x dm N \ E N LZ IN M 7'-7 I j *WINDOW TO HAVE VINYL JAMB 1i WITH STAINLESS STEEL HARDWARE j- N iv ----------- I m 4 � o rn cf) a) u 4 –7 10 –4 ----------- ? x t 5 ; co o ----------- rn m o CN _ O � U C D ---------- ,� (l�J •� N 1 I I I 1 I I 1 I ° w O �' w +•' m 'Q I 1 I 1 1 1 I 1 I x D.M 1 I 1 1 I 1 I 1 I N <� M FW'Q \ O \ , (� 1 1 1 I 1 0 i-1 " IDN 1 1 1 I I I 1 , 11 CCS a-+ ' 49-0" I 1 1 1 1 I I 1 1 8 —0 I � �' 1).PLATE HEIGHT AT 8'-0". 1 1 1 1 1 1 1 1 I 1 1 1 I 1 I I 1 I M lLo U V-1-1 a) NOTE: 2).EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C.. ON c?) En ALL INTERIOR DOORS TO BE 6'-8"TALL WITH p O N v MIN.3 BALL BEARING HINGES PER DOOR. 3).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. I / •\ I ALL EXTERIOR DOORS TO BE KEYED ALIKE. ( i J 4 W 4).PROVIDE 3-2X8 DF#2 HEADERS OVER ALL OPENINGS UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS '-------\ -- ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR �„ —5 r NOTE: MICROLAM HEADERS. `^ j �t N FU URE BAT RADIANT HEAT IN ALL TILED AREAS p °; � I 5).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERERYR APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING Z Z°^ N HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. S LOCATION: AREA: 6).EXTERIOR OPENINGS TO BE ANDERSEN A SERIES HIGH PERFORMANCE N _ 6'–O" 10'–91/2" 4'-111/2ol p V WINDOWS AND DOORS.GRILLES TO BE 1-1/8"WIDE WITH SPACER BAR. 2 o O PROVIDE SCREENS FOR ALL OPENINGS.GC TO BID STANDARD LIVING SPACE: 1529.8 SQ. FT. HARDWARE,VERIFY FINISH AND STYLES WITH OWNER PRIOR TO A " ►- A ORDERING. p o z STORAGE: 523.1 SQ. FT. = CATHEDRAL ---------------- PROVIDE --------------,PROVIDE ALTERNATIVE BID FOR ANDERSEN A-SERIES VS.MARVIN ' • uCEILING 1 - ------------- - < 1 1 LOW-E II CLAD BALCONIES: 120.8 SQ. FT. ST 2 7).REVIEW PLANS FOR LOCATIONS REQUIRING TEMPERED GLASS. p (TYP O POST ; ; CUPOLA ; 8).SPACED MULLS TO BE PROVIDED WITH 2-2X DF#2 STUD POSTS O p (TYP.) 1 1 1 1 V _j O O UNLESS OTHERWISE NOTED. I N ' ' ' ' `^ -' N I - 1 I 1 I <D - V 1 1 I I O w < � to 9).INSULATE ALL EXTERIOR AND INTERIOR WALLS.2X6 WALLS AT R19 N ; ------------• ; Z z `"' N ►�+ •------------- AND 2X4 WALLS AT R13. � bl u- N 10).INSULATE CEILINGS WITH R30 INSULATION. CATHEDRAL 2 CEILING _�o - r ,�� .-.,;, a 11).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEET ROCK. AI$4, `�� UNFINISHED BATHROOMS TO HAVE MOISTURE RESISTANT SHEET ROCK.SHOWERS Z) C.) TO HAVE CEMENT BOARD(TYPICAL). STORAGE o o j . 12).INSTALL SMOKE AND CO DETECTORS PER CODE D v l 1 ' x•,e� V N w PROPOSED 2ND. FLOOR PLAN ______________________________________________________ DRAWN: MH/MS SCALE. 1/4�� = 11 „ , , , SCALE: 1/4"=1'-0 0 2 –7 –7 18 –7AT-7 29–7 0 � r1- y JOB#: I I - September 12,2014 S SHEET NUMBER: 2-ADH3250(3in MULL) E PROJECT NORTH 14'-01/2" 14'-01/2" E28'-1" A-8 N I i REVISIONS: i i CD E I I'+/-OH ADJUST TO MATCH HOUSE SOFFIT RAD.ROOF T LL 7.3 I'+/-OH >< NVQ 12 ADJUST TO MATCH q 12A1(N7p �.31AXI,IAM 1 O HOUSE SOFFIT r---------------------------------------------------------- RAD.ROOF cl 22' rad. 50 YR. ASPHALT GAF METAL ROOFING OVER ARCHITECTURAL ROOFING W ; 3�4x�,/4 cn�N�e ICE &WATER BARRIER I I ,RR 1 , ; 12 M A o I ; (2) LAYERS 3/8" SHTG. ' � 12 ' El � X7_114 _ / N 8 i ' CHIMNEY ' 1 3/4 7 1/4 ML V 4X�11 >rvPC ------' ---------------------- -- ---------------------- ------------LLEY----- ---x°31-------------- CATHEDRAL I 1X8 AZEK 2X6 PLATE ' ' " ------ ----- ; X II I CRI KET ---------------- --------------------- -----------------------� � I CEILING FASCIA I ; ; u ; / CJ I I ' c , I 2X8 AZEK 2XIO RR @8"OC I <� , I 16" OH (3)1-3/4X7-1/4 ML— FASCIA BD. TO MATCH RAD. I I I I I i � ^ ; I 1X6T&GVJ I - - - � - ��' I I X 8" O%H r --- i ' I I I E&CB AZEK __ I �P ( I 5/4X10 AZEK ; R+� T�� ; *k , FREIZE BD. 5/4X10 AZEK TOW: 6'-10" - ----'��------- -- �'`______'- ' 1/4 1� 00 I00 $ 12 ------------- — — /2X8 DF#2 RR a(..16"O_ rTl FREIZE BD. �---i2------ �L------- - , � +/- N N I I < L ' I ....I Iv I 1 ' i � /� J J ' ' ' I ' ' I i ' ' I ' 1-3/4X9-1/2 ML RIDGE IN F-W d, ., N I 11 I I i 3 O" M P4 DORMER MAIN ROOF 12,' ______________ __ 1 i �vV ; ------------ ' ; ; 1-3/4X9-1/2 ML RIDGE I I , , _______________ ___________---------_-- - ------ -- - ------- --------------- _ ______ I i I 1 i I 1 I . . I I r_ ______ ____________________ --------- c ____-__ - - � . - � . I ' ' I I _______ _____� r-_____--._� r____ __-____- i (3)1-3/4X7-1/4 ML i J I I , ; 1 I ' 1 A 12uj Q i -y I I Qtx i 7 X -–-; I n n I 1 I ' I 12 I i zt 12 ' I I d, I I 1 X I ♦ i 1 , 1 I I I 1 1 ' 1 M I ♦♦ ♦ i , I I I I t i (2)1-3/4X9-1/2 ML GENERAL: DRY WELLS MUST NOT BE USED WHERE THERE INSTALLATION WOULD CREATE A ; ' `;✓ w,� ; ' ; 1-3/4X9 yJ2 ML RIDGE ------� -_-_-_-___-_-- - - ___- --_- --_ -- p SIGNIFICANT RISK FOR BASEMENT SEEPAGE OR FLOODING, CAUSE SURFICIAL _____ __ ________ ---RnD.B4QF -- , I X ----j1 ' ----- -- --------- -------------- ---1*------- FLOODING OF GROUNDWATER, OR INTERFERE WITH THE OPERATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS AND OTHER SUBSURFACE STRUCTURES. SINGLE BEAD HALF ROUND GUTTER DRY WELLS MUST BE LOCATED AND CONFIGURED WHERE THEIR CONSTRUCTION STANDARD 5" :_____________________________ ______ " _______-____________; ' NOTES: ' W WILL NOT COMPACT THE SOILS BELOW THE DRY WELL. FINALLY, A DRY WELL --------------------- -------- -- ------- ---- -`-`____-_---' ' ' ��J ' Ir. SHOULD BE PROTECTED BY EASEMENT, DEED RESTRICTION, ORDINANCE, OR OTHER 1).EXE�NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ' t ' /g EU-+ LEGAL MEASURES THAT PREVENT ITS NEGLECT, ADVERSE ALTERATION, AND REMOVAL. 2).PREPARATION: A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. THE BOTTOM OF THE DRY WELL MUST BE AT LEAST 2 FEET ABOVE SEASONAL HIGH B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR 12 WATER TABLE OR BEDROCK AND BE AS LEVEL AS POSSIBLE TO UNIFORMLY C). ACHIEVING METAL SURFFAC SURFACOR THE ES ACES IN CONTACT WITH DITE UNDER THE PROJECT SSIMILAR NS. METALS WITH PROTECTIVE BACKING PAINT. I S I ' r –– –––––––' ' DISTRIBUTE RUNOFF INFILTRATION OVER SUBGRADE SOILS. it ––– 3.INSTALLATION: A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 12 CONSTRUCTION: ----' --------------------- ' 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. 2,5 E—,— a) IESD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND FOR DRY WELLS, PROTECTION OF THE SUBGRADE SOILS FROM COMPACTION BY ACCCESSOR 1 I B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT CONSTRUCTION EQUIPMENT' AND CONTAMINATION AND CLOGGING ARE VITAL. CONNECTORS. CONNECT DOWNSPOUTS TO PRIOR TO ITS CONSTRUCTION, THE AREA TO BE USED FOR THE DRY WELL SHOULD BE 3) CONNECTION WATERTIGHT,STORM SEWER SYSTEM AS INDICATED.SEAL CORDONED OFF TO PREVENT"CONSTRUCTION EQUIPMENT AND STOCKPILED MATERIALS 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. i ' ' ' FROM COMPACTING THE SUBGRADE SOILS. DURING DRY WELL CONSTRUCTION, B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL ' ' ' O PRECAUTIONS SHOULD BE TAKEN TO PREVENT BOTH SUBGRADE SOIL COMPACTION COMPLETION. ' ' ____ _____________________ I r 1 a+ m a' I~ o AND SEDIMENT CONTAMINATION. ALL EXCAVATION SHOULD BE PERFORMED WITH THE `� °' " LIGHTEST PRACTICAL EXCAVATION EQUIPMENT. ALL EXCAVATION EQUIPMENT SHOULD 1 I 12 ; ; X Q BE PLACED OUTSIDE THE LIMITS OF THE DRY WELL. ° 8� 0 $ I � � ' � O `-+ X O TO HELP PREVENT SUBGRADE' SOIL CONTAMINATION AND CLOGGING BY SEDIMENT, C D DRY WELL CONSTRUCTION SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION J a u I i � w � I I N ' , SHOULD BE DELAYED UNTIL ALL OTHER CONSTRUCTION AREAS THAT MAY I u \ , , �O/ r-I ' 0 cz TEMPORARILY OR PERMANENTLY DRAIN TO THE DRY WELL ARE STABILIZED. THIS � M � � � DELAYED CONSTRUCTION EMPHASIS THE NEED, AS DESCRIBED ABOVE, TO CORDON x OFF THE DRY WELL AREA(S) TO PREVENT COMPACTION BY CONSTRUCTION EQUIPMENT ------------------- - I i r------- ---' `--------------------------- ------—-- - `--- 0000 AND MATERIAL STORAGE DURING OTHER SITE CONSTRUCTION ACTIVITIES. SIMILARLY, ROOF PLAN ---- ---" r------------- – --- ---- ---" r----- -- --- –-- n (V l 141 USE OF THE DRY WELL AS A SEDIMENT BASIN IS STRONGLY DISCOURAGED. WHERE ' ' CRICKET o W 1 i I 1 1 UNAVOIDABLE, EXCAVATION FOR THE SEDIMENT BASIN SHOULD BE A MINIMUM OFSCALE: 1/4�� = 1 / 1 . — . — _ . _ . — w I - I ' 2 FEET ABOVE THE FINAL DESIGN ELEVATION OF THE DRY WELL BOTTOM. S (3)zxlo-DF#z i v j (3)2X10 DF#2 - ACCUMULATED SEDIMENT CAN THEN BE REMOVED WITHOUT DISTURBING THE i PROJECT NORTH o ; SUBGRADE SOILS AT THE DRY WELL BOTTOM, WHICH SHOULD BE ESTABLISHED ONLY E ' ' Em� AFTER CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE ARE IS COMPLETED AND _ -------------------____ ---- DRAINAGE _DRAINAGE AREA STABILIZED. M V IF DRY WELL CONSTRUCTION CANNOT BE DELAYED UNTIL ITS DRAINAGE AREA IS ' 0 Ln STABILIZED, DIVERSION PIPING OR OTHER SUITABLE MEASURES SHOULD BE DRY WELLS TO BE 10'MIN. 8"OH I \ INSTALLED DURING ALL PHASES OF CONSTRUCTION TO DIVERT ALL RUNOFF AND AWAY FROM HOUSE A ; A w� ' V SEDIMENT AWAY FROM THE DRY WELL. THESE DIVERSION MEASURES SHOULD NOT (2)91/4" I I O BE REMOVED UNTIL ALL CONSTRUCTION WITHIN THE DRY WELL'S DRAINAGE AREA o 0 o 0 1).IMSTALL 2X6 PERIMETER PLATE,F6R ROOF FRAMING ON 5/8"PTS SHTG. - nML I I IS COMPLETED AND THE DRAINAGE AREA STABILIZED. 2).RAFTERS TO BE 2X8 DF#2 UNLESSIOTHERWISE NOTED.CHANGE RAFTERS STONE FILL AGGREGATE SHOULD BE PLACED IN LIFTS AND COMPACTED USING PLATE T'O 2X10 IF SOLAR PANELS ARE TO BE ADDED(CHANGE VALUES TO 9-1/2). i 1 COMPACTORS. A MAXIMUM (LOOSE LIFT THICKNESS OF 12 INCHES IS RECOMMENDED. 3).RtOOF SHEATHING TO BE 5/8"THIICK FIR CDX. 22'RAD.ROOF' ; 22'RAD.ROOF 1 i PRETREATMENT: 4).RIPPLY METAL DRIP EDGE OF ANY,UNDERLAY ALONG RAKE EDGES AND2X8 RR ;8"OH i @16"CC DIIRECTLY TO THE DECK ALONG EAVES. AS WITH ALL OTHER BEST MANAGEMENT PRACTICES, PRETREATMENT CAN EXTEND THE ROOF AREA: 4606 SQ. FT. 5).U!SE 30#FELT UNDERLAYMENT WITH ASPHALT ROOFING.USE ICE&WATER i (2)9 1/4"ML i i Q FUNCTIONAL LIFE OF A DRY WELL. WHILE GENERALLY NOT A SIGNIFICANT SOURCE OF BARRIER AT PORCH ROOFS AND EYEBROW DORMERS. RUNOFF POLLUTION, ROOFS CAN NEVERTHELESS BE THE SOURCE OF PARTICULATES AND 2XI04 J3 AT 100% WATER RUNOFF: 770 CU. FT. 6).ICE&WATER BARRIER TO BE USED IN ALL VALUES AND WALL a� ORGANIC MATTER AND, DURING SITE CONSTRUCTION, SEDIMENT AND DEBRIS. sir,. e� t INTERSECTIONS WITH ROOF AND SIDE WALLS(TYPICAL). I v i � 8"OH i „I �' �r� 7 THEREFORE, ROOF GUTTER GUARDS AND/ OR SUMPS OR TRAPS (EQUIPPED WITH PROVIDE 4 8' DIA. X 6' DEEP DRYWELLSUNDERLAYMENT CLEAN-OUTS IN CONDUITS TO A DRY WELL SHOULD BE INCLUDED WHEREVER � � 7).DSO NOT INSTALLCLEANORON WET/DAMP PLYWOOD!!!SHEATHING ) MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. PRACTICAL TO MINIMIZE THE AMOUNT OF SEDIMENT AND OTHER PARTICULATES R ELL CAPACITY: 253.5 CU. FT. UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE 12' 8 d1a., 6 deep D YW WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING IS THAT CAN ENTER THE DRY WELL. COMPLETE. , M TOTAL COMBINED DRYWELLS: 1014 CU. FT. DRAWN: MH/Ms 8).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. i 530 DF#2 - - - - - - - - 10DF#2 - ' , -0" — USE GALVANIZED(ZINC COATED)ROOFING NAILS,11-12 GAUGE WITH AT LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. ; I ^y a JOB/#: USE 6 NAILS PER SHINGLE.NAILS ARE TO BE FLUSH WITH SHINGLES BUT NOT ' 8"OH 8"OH ' 1 �cw�wua--, September 12,2014 ---------' -------------------------' ---------' C'UTTINGINTOSHINGLESURFACE. , `- `-------------- -- -------- - 1 `- 1 ; SHEET NUMBER: `-------------------------- - ------- ---------------------------------------- - 1 2X10 DF#2 RR 0,16110C E A-9 REVISIONS: i 12 rl @16'OC I I ISD STNNLESS STEELI j OR GALVANQED ' ` WOOD SCREWS W/0.4 WA3HER5 @ 12' � I �I +'' I ( j ` I +I ,/w,, �__._.._ _ _ - - _ - - 1 1 I 1 III 12'0.4 ,• ,\, ` h ► I` I i ` 1 - i I SHEATHING 1 �+ I I i 1 GRADE PLYWOODWALL TO MATCH `, (ALTEIiNATMVE.7J16'0.5.8.) --DORMER ARCH--- / ® IR•APA RATED SHEATHING ( I ® I' I ______�T� (ALTERNATMVE:711V O.S.B.) ----------- ------------------- _a-2-_ _�._- _S ------:2X10R @8"OC �•------------------------ X10R @8"OC------ ------ CATHEDRAL-- - -----------------------------\�--�CATHEDRAL---- ------- I10STA1NLESSSTEEL ( OR GALVANIZED 1 _- \ \ WOOD SCREWS W1 WASHERS®12.0.4 of WINDOW SILL I , +' TYPICAL WINDOW OPENING � \ (LESS THAN 4'-OXB'-O"OPENING) ` j I — ® ` TYPICAL DOOR OIP_E UNG (LESS THAN 4'-0X8'-0"OIPENING) ® ` , •, UNFINISHED STORAGE z BE 00 Z - ® F— � 3/4"SUBFLOOR PLATE w 12' I I 14' TJ1560 WOOD-1 FJ @12"OC ( i 1 — __ (4)1-3/4X14 ML (4)1-3/014 ML Q W/(3)5/8"STEEL w/(3)5/8"STEEL rQ' I\ I 3W ARA PLYWOOD 1 SHEATHBIG c`y(,, V O 1 i i 1j I i i GARAGE Z U 5/8"TYPE-X FIRE RATED SHEETROCK O V] 2%41 DF12 ON WALLS AND CEILING }STUDS I I 4 I ^ I]OSNLESSIEL ILIE' I 9- iliq WOOD SCREWS W/ N \ ' H l I LL 1 11 1 1 1 -- - ------------------------------------------------- MULTIPLE PLYWOOD ASSEMBLIES -__-____.___._.-______._ 2.2X4 DFI2 STUDS 3ONNECTED -----' TOGETHER WITH STAINLESS STEEL OR GALVINIZED BOLTS W/WASHERS AND NUTS 0 T-0.0.4 TYPICAL MULTIPLE OPENINGS (MORE THAN 4'-0X8'-0"OPENING) • •. • •. • •. • •. • •• • .• • •, — - - — w/6X6 8/8 WELDED WIRE FABRIC OVER 4"GRAVEL ' WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL NOTCH 2"DOWN AT OVERHEAD DOOR OPENING AS PER TABLE 16091.1.4,N.Y.S.RES.CODE:ALTERNATIVE FOR OPENING PROTECTION(IF NOT USING IMPACT GLAZING)TUSECTION A-A I 8"PC WALL �� WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" •• O AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO • • 1 COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED.(REFER TO SECTION 1609.1.4,1609.6.5 AND TABLE 1609.1.4 OF N.Y.S.RESIDENTIAL 114" — 1' CONSTRUCTION CODE).TSCALE.HIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENI(JGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLI:ABLE. ' M ALL PANELS MUST BE GUIs TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMIPANY SHUTTERS FOR INSTALLATION. 8"X16"CONC.FTG. (2)#5 REBAR W �D W x 1-3/4X9-1/2 STONE CAP(TYP.) u ML RIDGE c O 12 1-3/4X9.1/2 • � ML RIDGE S 1-3/4X9-1/2 ML RIDGE 1-3/4X9-1/2 ML RIDGE (3)1-3/4X7-1/4i 12 3 3 ML VALLEY ML VALLEY 3)1-3/4X7-1/4 2X8 DF#2 (2)1-3/4X9-1/2 2X8 RR @16"OC ML BEAM RR @16"OC 1 1/4 1 to 1 In 11/46 1 1/4 1 In 11/4 2X6 1 1/4 1 1/4 1 1/4 1 1/4 5/8"SUBFLO)OR 5/8"SUBFLOOR PLATE a LAV. LAV. LAV. a LAV. • Tv'1 N (.i W.C. W.C. "0•c — - _ — 2X10 DF#2 C1 @16"OC2sN77meElH2? s ? 2X10 DF#2 CJ @16"OC i 2X10 DF#2 CJ @16"OC m ai SH ER B H SH ER SHO ER % (3)2X10 (3)1-3/4X9-1/2 ML X LO v 4.1 2 2 DF#2 �, w/(2)V STEEL O v i i�-I U C.O. 3 11/4 C.O.I/4 1 i/4 3 2 2 11/4 3 C.O. i/ / �- } w vii 3 3 3 BATH No. 2 �i ,�'' �/� MASTER BEDROOM 0 m 00 ca u �x 11/4 11/4 11/4 0 U v 11/4 1 in 1 1/4 1 1/4 1 In 1 1/4 11/4 _ • LAV SINK SINK SINK 13" a a o ml 00 W.0 LAV. W.C. � 12 cV � � N D.W. W.M. F.A.I. " 2)C8 3 O W SH ER SH o ER — _ _ — 3/4"SUBFLOOR /4 SUBFLOO Df#? Q 14"TJ1560 WOOD-1 FJ @16"OC LIVING ROOM 14"TJ1560 WOOD-1 FJ @16-OC O 1 to 11 2X8 C1 16"OC 2 3 1 1/4 11/2 — - - — — " 2 1-3/4X14 ML 3 2 c.p. 2 C.O. w/1/2 STEEL C.O. 11/42)14"ML �C.O.Cp3 3 (5)1-3/4X14 ML 3 3 BATH No. 1 w/(4)1"STEEL DINING ROOM ML1GIRDER 12"X12"FG ® ® O LUMN W/ 6XO6 Al POST I 111/4 /// , , V O + 0 SINK I �� ® ® ® ; ; rp ® ® ® N t to INSTALL 2X PLATE w/ EXI.CLOSE LOS F OPENIN 10 16 _E STAIRS T RE VE c.(o. 1"DOW BD.INSULATION a T I E-1 3 UNDER FJOFF w/ ® ® ® " C 1/2"AC EXT.SHTG. I 1 4 EX.FLOOR JOISTS EX.FLOOR 101 5 DBL.2X10 ACQ @16"OC(AT CATILEVER) - - - - - (� - EX.STEEL EX.STEEL BEAM EX.STEEL BEAM ----------- — - — - — SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED (5)9-1/4 ML w/ BEAM a"C.I. SEPTIC SYSTEM (4)1"STEEL SISTER 2X10 FJ AT (3)2X10 ACQ 94 TRAP HOUSE EACH JOIST UNDER ® GIRDER 6X6 ACQ Q(, PLUMBING SCHEMATIC CANTILEVER cfYP. INSTALL 5/8"TYPE-X FIRE RATED ® POST SHEETROCK ON WALLS AND CEILING PER NYS CODE <. 12"dia.CONC.PIER 5X5X1/4 4X4X1/4 STEEL EX.COLUMN X.COLUMN EX.WALL N.T.S. °.•4(2)#5 VERT.REBAR O VERIFY EXISTING DOOR STEEL COLUMN REPLACE EXISTING DOOR w/ ® COLUMN OPENING,RELATED TO 45 MIN.FIRE RATED DOOR M c �• i� v i EX.RETAINING NEW BEAM.ADJUST OR w/SC HINGES AND STEEL JAMB WALL TO REMAIN REPLACE AS REQUIRED PER NYS CODE ® 24"X24"X12" EX.SLAB(PATCH/REPAIR AS REQUIRED) EX.SLAB (PATCH/REPAIR AS REQUIRED) CONC.FTG. p•vs� Q A:•e� p•ve� t T . ; a . . . I: �P')�� `�-"�,��,} DRAWN: MH Ms v ----- ----- •�` � s, SCALE: 1/4"=1'-0" EX.WALL 36"X12"CONC.FTG. 5'-6"X5'-6"Xl'-0"CONC.FTG. y (4)#5 REBAR 1.11. (7)#5 REBAR EACH WAY r a' �r JOB#: ' r ° September 12,2014 let "t'. 1~ SHEET NUMBER: SECTION B-B SCALE: 1/4" = 1' A10 — I REVISIONS: i 1-3/4X9-1/2 ML RIDGE 2X8 DF#2 P(2)�..I-�/4X9-1/�ML 2X8 DF#2 12 RR @16' C R @16"O(3)7-1/4 ML (3)7-1/4 M TRIMMER -3/4X7-1/4 � TRIMMER �.Q 1 ML VALLEY RQ°�6„ 11 j 2X •CJ "O -- ` ADJUST SOFFIT TTIC ACCES7 W�A AS REQUIRED TO (2)16"ML GIRDER (2)2X10 DF#2 CJ @16"OC (2)2X10 DF#2 CJ @16"OC MATCH HOUSE , 1 1 1 ® I , I 1 1 1 8"FG COLUMN 1 w/4X4 ACQ POST BEDROOM� No. 3 1 ,BEDROOM No. 4 Th WALL I „ 12 ® 2X8 STUD WALL 2 B I__— SCUPPER 1 , BETWEEN POSTS pF#2 RR @16,0C. 3/4"SUBFLOOR s/a^DECKING OVERFLASHED ) I , 2X 2X kCg SLEEPERS 2X8 DF#2 CJ @16"OCIP 0 — ' - — 2X10 ACQ @16"OC 14"TJ1560 WOOD-1 FJ @16"OC F--i EPDM,FLASHED OVER BLOCKING 2)1-3/4X14 ML Sia"EXT.T&G SHTG. GIRDER (TYP 1 ~ HIDDEN DRAIN TO (4)1-3/4X14 ML BE CONCEALED(VIF) GIRDER „ 1 12"X12"FG COLUMN ' ' 12"XI2"FG m ; ; w/6X6 ACQ POST w/6X6 ACQPOST COLUMN p 'HAW ' BEDROOM No. 1 ® BEDROOM No. 2 ; ; �yy Z " O I 1 1 , � , 1 I 1 p 2X@16"OC z V p O 3/4"" U SUBFLOOR R LEVER FOBUMP OUT Q 1111 SI R 2X10 DF#2 TO EX.FJ EX.FIN.FL. O 11 ( 5/4"DECKING I 1 2X10 ACQ DJ @16"OC 5/4X6 CEDAR _ _ ;; i - - — - - (4)2X10 ACQ 2X10 ACQ DJ @16"OC (4)2X10 ACQ CAP 11 GIRDER (2) TE TERMITE SHIELD GIRDER ; 1X3 CEDAR = _ _ _ _ SILL SEAL '0 od o000 OoOa Do07 7 7 Q TRIM - 12"dia.CONC.PIER �� 12"dia.CONC.PIER ,e'; (2)#5 VERT.REBAR .+oa 8"PC WALL :" ® ® LL. DAMPPROOF, EE (2)#5 VERT.REBAR L 2' SLAB aLj '•.. �•.�.4 cq •• •. . 3. �1 - - - - II ® ®® ®® ,� EX.WALL - - 24"X24'X12 16"X8"CONC.FTG. 24"X24"X12" 4X4 ACQ POST Z FLOOR PLAN CONC.TTG. (2)#5 REBAR 5X5 1/4 CONC.FTG. ,, ®® ®® `, PC ST EX.CONC.SLAB ! SCALE: 1/4" = 1'-011 EX.WALL 7Z . oI• ,d y� .o .• ,d • VERIFY EXISTING DOOR OPENING,RELATED TO °�'�� s•o'� I ` _ NEW BEAM.ADJUST OR REPLACE AS REQUIRED 36"X12"CONC.FTG. 2X4 HOR. BRACING 1X6 TG&VJ 71.011 (4)#5 REBAR EACH WAY AA d CEDAR SDG. SECTION C-c o SCALE: 1/4" = 1' BENICH � � w0 1X4 CEDAR H 2X;4 TRIM 1'_61 @16'"OC ! N U II - �, 1O'-O" �STONECAP Ct O 5/4X : NG (TYP.) a 4 2X4 ACQ @16"OC ,4 COMPACTED STONE BASE ..4 •p (DRAINAGE AS REQ. BY CODE) •9 I — - — - — - —i- - 4.,pl FRONT ELEVATION 121/4.eaf 1 ,n A 1-3/4X9-1 FRONT +/- ML RIDGE �X80F 3,_0„ SCALE: 1/4" _ 11.011 SRR ,6"oc CRICKET N $" DIA •4' LAM RR @8"OC 1-3/4X9-1/2 m v 8 4 MLON 2X6 PLATE X ° a CONC. e. p v . 1% 0..4 PIER: 0,.4 77 F =_Sir .n � V .c•� �1 (4)2X10 2X10 DF#2 C1 @16"OC — - - — X G v DF#2 Q) LO i P4 u. CROSS SECTION- - 0 � � O 0;4 ;jv u LOFToo CC cn SCALE: 1/2" = 1'-0" - - N 0Ill � 12 2.5 O ,oc 12 +/- 2X8 DF#2 RR @16 2X8 DF112 RR 1 5/8 ---- 2X8 DF#2 C1 16-OC , � 2X10 CJ 16"OC 14"TJ 1560 WOOD-1 F1 @16"OC s (2)2X10 W SIDE ELEVATION (2)1-3/4X14 s=_; 2)1-3/4X14 ML BEAM_ DF#2 (•'' ►wlL GIRDER S--' .' (4)1-3/4X1 _ ML GIRDER V SCALE: 1/4" = 1'-0" ' ' 1 ' 1 1 , I r ► OD • 1 I cn NEW MASONRY a D a •°4'n •° ' ' Q' 12X12 FG COLUMN ; ; FIRE PLACE(VIF) D .'" D .'� O 6X6 ACQ POST e.°D n e.°Dae.° 12X12 FG COLUMN ; ; LIVING ROOM N � � • a .° • 'a 6X6 ACQ POST PATCH NEW ' FJ IN FORMER - FP OPENING • \ I 1 FLUSH ° FLUSH HEARTH D HEARTH 5/4"DECKING — - - — EX.2X10 FJ ° ° ' ' ° 2X10 ACQ DJ @16"OC '' ° °' ' . ° 2X10 ACQ DJ 16"OC I 1 ID'a @ ;•' , +' ..O..O:;Co�O. .��.7O<�.<.,;a•: ;,.,,;�D� •::: . ;1...:.. ,O__,«.. . 4 ', 'D D, • , �.D'D,' (4)2X10 ACQ GIRDER 3)2X10 ACQ GIRDER �O� Xo0o0 ,°• GIRDERAL (2)2X10 ACQ O4 Z a.4 12"dia.CONC.PIER ' .°• 12"dia.CONC.PIER O .'+ 2! #5 VERT.REBAR ' i '' "+o O ( ) 1 EX.CONC.BLK a ' p�, ��D'a .°D' (2)#5 VERT.REBAR a•,,, �� - M ,ASH Dk1MP TO ° 'D a'•.,. � WALL ° 'BE DETERMINED 7 -NEWS XO SIN RELD PRIORTO. D' I I STEEL CLUM CONSTRUCTION D .'D 24"X24"X12" r.�?�"'"•E qj +'i� — - - — 24"X24"Xl2" , 1 , CONC.FT(G. , ' / a.' a.' o.' f;{ ' — ---- ---- ----- D'a .° °4'4 CONC.FTG. ,. P VIDE ACCES DRAWN: MH/MS T6 ASH DUMP4 4 L •� I• •d 0. , y.' Ya•I'••d; D' D S D D f D D )D' D f D D f _ �'1� F�S'na '-0" � JOB#:• EXISTING FIREPLACE TO BE REMOVED 5'-6"X5'-6"XI'-0"CONC.FTG. '; .yz. .� � September 12,2014 REPAIR/REPLACE STRUCTURE AS REQUIRED (7)#5 REBAR EACH WAY SHEET NUMBER: SECTION D-D SCALE: 1/4" = 1' ".` ' A- 1 1 REVISIONS: 12 X@16"OC Oc 1-3/4X9-1/2 ML RIDGE 1-3/4X9-1/2 ML RIDGE 3/4X14 ML RIDGE 1-3/4X14 ML RIDGE ----------_- 2X8 DF#2 T. - RR @16"OC (3)1-3/4X7-1/4 ML VALLEY 2X10 DF#2 22'RAD Rot @16"OC DORMER • • • 2X6 DF#2 CJ 16"OC ADJUST SOFFIT - - - - .r AS REQUIRED TO 2X6 CJ @16"OC - 2X10 CJ @16"OC (2)16"ML GIRDER MATCH HOUSE — - - — 1 1 _ ® /�/ /�/ 1 L MN 01 ; LL ® f / / ; ; 8/4 40ACQ OST O J LLL.L a, MASTER WALK-IN CLOSET MASTER BEDROOM " 1 ® BATH 3 n ALL O UNFINISHED STORAGE WALL TO MATCH ❑®❑ ' ' 2X8 STUD WALL n DORMER ARCH ® I�� ' STAIR HALL SCUPPER � � BETWEEN POSTS L _ (FLASHED) ' 3/4 SUBFLOOR 3/4"SUBFLOOR 5/4"DECKING OVER 14"TJ1560 WOOD-1 FJ @12"OC 2X Ac SLEEPERS 2X10 ACQ @16' Cftj ' H 14"TJ1560 WOOD4 FJ @16"OC - - - - W �-5/8"TYPE-X FIRE RATED SHEETROCK MU ROOM LNDRY. ROOM (4)1-3/4X16 O ML GIRDER ON WALLS AND CEILING GARAGE EPDM FLASHED OVER HIDDEN DRAIN TO STAIR UP 3/4^1 XT.T&G SHTG. BE CONCEALED(VIF) U Z ® I ® I ' O ❑❑❑ ❑❑❑ ElEll ElEll DINING F o� O 1 [IF ❑ ❑❑0 00F� 000 ® ® __ 12X12 FG COLUMN ® ® KITCHEN 6X6 ACQ POST M--I Of Q Qo 11111 314-SOB LOOR 5/4"DECKING — - - — 2X10 DF#2 FJ @16"OC ? fflfflfflfflVs_ fflfflfflLEXISTING F1 _ _ 2X10 ACQ D1 @16"OC STAIR DOWN Wil; .•>; ,:/ .,. ,.-:r,,. ,,j' < — (2)2X10 (3)2X10 - -- f ::,, .,:, ' '' :`; (4)2X10 ACQ DF#2 BEAM DF#2 BEAM ® - --- GIRDER p= p- �00� ��00 DD DOoOaOa DOaOaOq D0 0 7o74DOo40 "e CON 8"PC ., w/6X6 8/8 WELDED WIRE FABRIC OVER 4"GRAVEL , ® MMUD __ tea. 2)#5. ERT.R PIER CD WALL a: NOTCH 2"DOWN AT OVERHEAD DOOR OPENING Q `y a(2)#5 VERT.REBAR � ME] � I I - LALLY EX.CONC. ,o �9•. "PC WALL •a•a.. — - - — DAMPP OOF '.• COLUMN rim BLK.WALL 24"X24"X12" 1678"CONC.FTG. ® - m Elmmml __7:� CONC.FTG. (2)#5 REBAR o 4 CONC.SLAB (EXISTING) ;o '.• 1678"CONC.FTG. (2)#5 REBAR 24"X24"X12" CONC.FTG. 0 SECTION E-E SCALE: 1/4" = 1' i j � M i PRINCETON MOULDINGS HARBOR CLASSIC 2.5"CASING PRINCETON MOULDINGS HARBOR CLASSIC 4.5"CASING PRINCE-FON MOULDINGS Or-,- HARBOR CLASIC 6-1/2"X7"CROWN 12 N G1 m u L5 CPN F2 XO +O+ � :fl v r••I 12" WINDSOR ONE Lr, 3/4"THICK BIRCH WOHCOOI ti u TRIM NOTES: HEADER CAPSHELVING 1-1/8"PRIMED ° � r +utNTERt®R 3/4"PRIMEDSTOOL u+ � Q COVE 1X6 S4S 1/4"X3/4"BEADED PRIMED TRIM WINDSOR ONE Y SHELF EDGING I WOST001 L1) U m 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND PRINCETON MOULDINGS STOP in HARBOR CLASSIC c 4.5"CASING ® N O � O FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, 0 w USE ONLY1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT 1X:3 BIRCH CLEAT RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER (!SIDES&BACK) ®, ALL CORNERS. 82"TO TOP OF 1-5/8"PRIMED FINISHED FLOOR BASE CAP ® PRINCETON MOULDINGS ® HARBOR CLASSIC 4.5"CASING 2). ATTACH THE WORK SECURELY IN PLACE. a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET 1X8S4S ® PRIMED NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE �� 16" PRIMED TRIM 3/4'PRIMED ® BACKBAND u V NATURAL FINISH (IF ANY). 3/4"SHELV NG CH GovE to O b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 1/03/4"BEADED SHELF EDGING N 3). CASEWORK: INSTALL WORK 1N A MANNER CONSISTENT WITH THE AWl QUALITY 1-5/8"DIA. FIR POLE WAINSCOATCAP GRADE SPECIFIED. 15116"X2-114" a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK 1X:3 BIRCH CLEATi CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID (.`SIDES&BACK) VV 66"TO TOP OF INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. FINISHED FLOOR x MOULDINGS b). ADJUST AND LUBRICATE CASEWORK HARDWARE FOR PROPER INSTALLATION. PRt"iRBo CLASSIC INTERIOR DOOR ® 3.5"CASING 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): TRUSTILE TS5000 a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES 1-3/4" THICK TYPICAL CLOSET SHELVING WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS �•�� WINDSORONE C6 THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF 1X6 T&GCB ® WAINSCOTTING CRACKS. ® Nl, DETAILN o. r. DRAWN: MH/MS - SCALE: 1/4"=V-0" JOB#: ' September 12,2014 SHEET NUMBER: - 12 REVISIONS: allante Room Ffill' h Schedule Room.- Treatment: 'tills: Treatment Ceiling: Treatment: Remarks: bas � T nEni,. ci Bassneut,Fatensiou, Un fed ;fit Fir Tread. P2iwedRiser 10-1Q7 While,Oak ` -14Neck Base spm Board 3-1, "beaded Cs2 w! 1-118"Bad:band Gtpmm Board 5-1L7" CruvCn Dmk=ned umod floonng m. 10-112"Whitea k- 7-114-Nea Base vrf%" eme Board 3-lin. :B e a de d Cs f, w! 1-118'B ac. d GA�Trsuanooard ►- 1Croum Dmks=ieduvodfIoomg Kitchen 10-V " Oak 7-1/4'Neck Base rf%"* we Gypsal board 3-M"Beaded Cs&vv! 1-1/8"Backd GnTsum Board 5-112" Craum Dant mineed wood,fl wrmg BedruomHan 10-IT"White Oak 7-1.14 N Base Rr?'`4'" emTBoard . -lf2"' Beaded Csg R4acts band, G*Tcum Board, 5-1L)"' Cr m. ,i d umod fl �" g Coat Clot 10-1. :''WOak 7-1/4 Neck-Base v?r�" emwe Gyps=beard 3-16 " beaded��� ��' 1-11��' bad � 5-11,2" Croum AkA sf1mring Sty Closet 10-11 Thi1e Oak 7114Nec'k Base wl".-,4' ire GypsumBoard 3-11`x"Beaded.CS& wl 1-1 'Bask baud G.%V-mn Board 5 Crcru fl oomimg Linen Cionet 10-112"White Oak 7-114Nec Base R-;,'—4' cxnm Gypsum Board 3-1t2"Beaded Csf; R'1' 1-1/8"Ba I �.m Board 5-1,112" CrcRm Dmt mned wood,fl .' -• Sta ak's read °-1 Base R 1 emm smm ba d 3-1Q-"beaded Csg: w! 1-1= "bad land G3 bard -1 °' Cr 1'L'1L. Fang l er' ,Bedmom No. 1 3-1t "red Oak 7-1/4 Neck Base %" Ire Gyps=Board 3-112"Bea Csg�R*! 1-118"Bad band Gyp=Board 5-1n-° Crumm. Closet 3-1t.�"rte.Oak 7-1/4Nem Base m�:%4" 4 e MR beard 3-1t.)" beaded.Cs&urR 1-1.18"' Back ba .d. MR gun Bow-d Croum Bedmum No. 2 3-11 'T red Oak 7-1/4 Neck Base wf%" -e GypsumBo3rd 3-M. " beaded Cs& w! 1-1.?8" Bad ,-mn Board. 5-1,12.'' Cram � C1 3112"red 7-114Neek Base vr!-4' �e Gypsum board 34".t"beaded.Csg, °ux 1-118"back band. QvIpirsImn Board 5-11-" Crown 6 3 �+. I 1 'Tile �'-114Nec Base 314 owe a board 3-112'Bead C g. ,wf 1.-M''Bad:; d M ^gmm Baal Cro-am �a �t�� C) Linen Clrrset M12Tile 7-114Neek Base :%4 NM G,;Ts=board 3-1P2"B e a decl Csg. w! 1-V8 lea land. 1a 5-1t2"- Cromm x Bzffi No.2 117,wl2 Tile 7-1d2 Neck base,f"/4'" e MR board 3-1 ''beaded & wl 1-1/8 Bac band NM G%Tsmn Board 5-in". Cruum � o 1�1 'Tale 7-114 N base.�''����' ,m a sum board ,3-UT'bea Cs -w! 1-1/8"' bac land b� 5-1 T"' C' um � A1ud 10-11 "W�.te Cak 7-114 Neck,Base ':w',i" me G- sus Board. 3-112"Beaded Cs w! 1-1/8" Bad hand, � gym.Board 5-R2" CroRm Closet 10-1 'l Oak. 7-114 Ne base w %"ame GypsumBoard 3-1,n-"- beaded C•s , w�'° � 1-1 &' bad:bmid G37r,=Board 5-1tT"' CmRm �, w .Sbir 'WIfte Oak.Tread 7114 Neck.base 3-4' cm-e Board 3-V2"beaded.Csg.w! 11, 'bask.band qy?.-,um Board 5-112' Croom tmer Q a C T - 5, "T,a e- - 5,t "T� x FR C x H West C Porgy. 5!4x4 `est Gam_Ee PIS: 514x4 mmhogany .OXtdocrr Shower 514x4 mmhGgzny Q o Le -1112-",red 013k 7-114Neck base w.f Y4' cm-eGyp-.um beard .3-1P-"beaded Csg. w( 1-111 "back lid, Gypqmm Board 3-U2" Stair Hall 3-11 " 7-114,Neel-,base u4-/4" -e board 3-1,2"Beaded Csg-wl 1-11 "Bad:•band 3-1 " Croom, .Be No. 3 3-1l22"red.mak 7-11 'Ne Base 4"eme GypsumBoard 3-11`x" Beaded Csg: wl 1-1/8"Back mm.b 3-ItT' Cm-um closet 3-1L2"red Otak 7-114 Neck.Base eTe s board 34Q)"' Beaded Csg.wif 1-1/8"bad band ", Bo3rd .3-UT' Croum BedroamNoA 3-1. "red Oak 7-114 Neck Base:w!V one GypsumBoard 34(2"'Beaded.Csg. wf 1- M" Bad,band, 3-I Q" Crcrum Clc Is at, :3-1.0 `-red Oak 7-1/4 N Base wf"' -a Board .3-1 "B ez decl Cs&wl 1.-1r " Bac band, G37=Board 3-112: Crcmm. �-Cmvmmd Porch 5Ax.4 mahogmy 3-11�" Croum, Bath No- 3 12: 12"dale 7-114 Neck-Base -ei' -e 11R Board 34r2"' Beaded Csgw! 1.-V8'Bad � B. 3-1t2"- Croom Linem Closet 12x1 "Tale 7-114 N Base, ane 'a sum Board ,3-M. Beamed C & wl 1-1,08'Bac.band Gypsmn Board 3-1PT" Crown v� rest lull 3-M2"red Ca 7-114 Neck Base ' /4"' MIT Gi3vl Board 3-1127.Beaded Csg. -r! 1-1/'8" bark d GypsumBoard 3-1t2!"" Cx mm Linen Clo 3-1 '"red Oak. 7-114 Neck Base cm-e Gypsmn Burd 3-1.n."Beaded Cs wf 1-118" Back band Board 3-16�: Cmum � H �� !'��`'`� i�" a T:� '"7 'Mas B_ 3— L=- a -11� 1 e k Base �� Burd 3-1 s�. beaded CsL R=e11.-1i Bac; � bird 3-1��" C Closet RaR 3-1 "red.Oak 7-114,Neck Base w!Y4* eme Gypsm=Bozrd 3-1e1 2"Beaded.Csg,Rx11-1IS'Bad band Board. 3-112" Crrram, Est.C1m-tet' -1 t2" `�-1./4 Ne&Base Rai 3,4" ve s=Bow 3-1 "headed Csg:RTS 1 1118"Bad GBoard. 3-V2" C � H 3112"rte. 7-11�4Nwl- Base ire s=board 3-1,+-' beaded Csg. "c�111, '�Bad:. snm board 3-1L2"' zuu v cbvmvd 1a - - 3-112., zown c� o r B 1 2 Tale. 7-1/ N Bwe " /4" ,*- R � Burd ,3-1 ' Beaded ICse: ��� 1-:�� bad.end 1R� -um Bc'a 3-1��' Cr y I eRDexr. - - - - - PRINCETON MOULDINGS HARBOR CLASSIC 2.5"CASING PRINCETON MOULDINGS HARBOR CLASSIC 4.5"CASING O PRINCETON MOULDINGS HARBOR CLASIC 6-1/2"X7"CROWN 12 N (U M i co O fA T O X O 1-i ttl 12" WINDSOR ONE w 3/4"THICK BIRCH WOHCOOI d U HEADER CAP m 1.1/8"PRIMED �i INTERIOR TRIM NOTES : SHELVING STOOL 3/4"PRI ED 1X6 545 44 4 r, � 1/4"X3/4"BEADED PRIMED TRIM WINDSOR ONE .1C SHELF EDGING WOST001 Lf) U 1). TRIM AND MOLDINGS: INSTALL IN SINGLE, UNJOINTED LENGTHS AT OPENINGS AND PRINCETON MOULDINGS SIOp ca c HARBOR CLASSIC . E 4.5"CASING N FOR RUNS LESS THAN THE MAXIMUM LUMBER LENGTH AVAILABLE. FOR LONG RUNS, ® o w USE ONLY 1 PIECE LESS THAN THE MAXIMUM LENGTH AVAILABLE IN ANY STRAIGHT 1X:3 BIRCH CLEAT ® �- RUN. STAGGER JOINTS IN ADJACENT MEMBERS. COPE MOLDING AT RETURNS. MITER (SSIDES&BACK) ALL CORNERS. s2" HE TOP OF ,_5/B"PRIMED ®' FINISHED FLOOR BASE CAP ® PRINCETON MOULDINGS ® HARBOR CLASSIC 4.5"CASING 2). ATTACH THE WORK SECURELY IN PLACE. w a). NAILING: BLIND NAIL WHERE POSSIBLE. USE FINISH NAILS WHERE EXPOSED. SET ® 1-1/8'PRIMED 1X8 S4S NAIL HEADS FOR FILLING, EXCEPT FOR EXTERIOR WOOD SCHEDULED TO RECEIVE �� 16" PRIMED TRIM 3/4'PRIMED ® BACKBAND V NATURAL FINISH (IF ANY). 3/4"THICK BIRCH COVE SHELVING -J b). ANCHORING: SECURE THE WORK TO ANCHORS OR TO BLOCKING WHICH IS BUILT- INTO OR DIRECTLY ATTACHED TO SUBSTRATES. 1/4X3/4"BEADED SHELF EDGING N 3). CASEWORK: INSTALL WORK IN A MANNER CONSISTENT WITH THE AWI QUALITY 1-s/s"DIA. H FIR POLE �r GRADE SPECIFIED. •'. W15/16"OA�4AP a). SECURE CASEWORK TO GROUNDS, STRIPPING, OR BLOCKING WITH COUNTERSUNK 1X:3 BIRCH CLEAT CONCEALED FASTENERS AND BLIND NAIL AS REQUIRED TO PROVIDE A RIGID (SSIDES&BACK) V 66" TOP OF INSTALLATION. SCRIBE AND CUT FOR ACCURATE FIT TO OTHER FINISH WORK. FINISHED FLOOR x b). ADJUST AND LUBRICATE CASEWNCETON MOULDINGS ORK HARDWARE FOR PROPER INSTALLATION. PRI HARBOR CLASSIC INTERIOR DOOR 3.5"CASING 4). PLASTIC LAMINATED FINISH WORK (WHERE APPLICABLE): TRUSTILE TS5000 a). COORDINATE AND VERIFY SIZES AND LOCATIONS OF OPENINGS FOR FIXTURES 1-3/4" THICK 1"v"YPICAL CLOSET SHELVING WITH ACTUAL FIXTURE SIZES. FORM INSIDE CORNERS TO A RADIUS OF NOT LESS WINDSOR ONE WOBC6 x. .y,,,• THAN 1/8". ROUT CUTOUTS AND FILE CUT EDGES TO SMOOTH SURFACE FREE OF ® WAINSC GCBOTTING #Y,4 CRACKS. NSC � e, P . .� DETA I L No. 1 ` ; k DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: a September 12,2014 1 SHEET NUMBER: A- 13 REVISIONS: 41 Pad ante Room Finish Schedule - Rmom: :lour. Treatinent: walls: Treatment Treatinr t: Remarks: E26sti=basemwnt Unfmismhed BasemmtExfEnsim I1nfmis1.red, Stair lir Tread lin. Rider limingm 10=11 ' Oak T 11 Neck Base le G Bom 3-11 'T headed & w! 1-1/'8".Bad. Board. �-11 '" � MA s=ned woed lnwmg R 10-1:1,'��Oak 7-114 Nem Base '' GypsumBoard 3-IiQ 'Bezded Csg. w! 1-1/8" Bac:band Board 5-11�`2" Cruam suined wcod f I ourmg 1 10-11T- Oak. 7-11Neck Base vrf�¢W" ame Gypsum Boar, 3-`L)" Be2ded Csg. wl 1-•1/8"Bad band Gn r=Board 5-112' Cru' ...- a fl -• Bedmcm 1i -i T� mak -1 °4 aye ���" ,-e Board 3-'1n. Bei Csg.w! 1-1, '"Bad:band. � � -1,��., Cr y floG ' Cwt C11set 10-PT," Cak 7-•11 Neck Base W"cue Gyps=Board 3-1.in-T:Bearded Csg.w! 1-1 Bad:band Gyp=Board 5-ItQ". .rk s=ed wood IDG Stzir Closet 10-1 T' -tie Oak 7-114 Neck Base '':%' ccne Gyps=Board 3-la m Betide Cs wl 1-1 Bad band �nmBoard 5=1 z' Crcrum Mik_M2ined wood float L" 10-M2" Oaf 7-11 N Bas wl-/,4' � Bond �-V_7 BIeaded.Cs�. �11-1 �'' Bad mm B �-11�" Cr�� �st� �oormig Stair White Oak Tread 7-114,Neck Base u43 "ccnm Boar 3-V2'Beaded Csw! 1-118-'B ack bmd B 5-1 .l" Cm-um PaiwedRiser Bedroom No. :1 3-W" 7-114Nec.Bas. v Board 3-ICY Bezded Cs& w* I-10' B3ck band CnTs=Board 5-lt2.11 Cr y. Cer t 34P., 7-114 Neck Ease e 'MR � Board. �-ltl" Bea C� . ,,-I� 1-1> " Bad d. T. � E� �-1 1"' Cmum Bedmum No. 2 3112 red 7-114 Nem Base anm Gyps=Bom7d 3-1T'BeadedCsg. w! 1-1 ac �m Board �-1 � Cr y Z CIS 3-1 �'red 7 I14Neck B� 4" � Board 3-12"Beaded Csg.w! 1-118" a �3rld Board 5-1., " Cruum Bath h No. 1 1 12'I"ile 7114 Neck Base�:N4" re Board 3-11f2�Beaded C��.g'L'1� 1-1 '��3�Mand `R 6 � 5-1 t2"- Cr�1mm w� " 0 limn et 12x€12 Tile 7-114 Neck Base ,' ane MR G�%Ts=Board 3-In" Csg. w! 1-118 Back band T ER, m=Board 5-1/2" Cruwn Bath No.2 I2xI2 Tile 7--1.x'4 Neck Base vrf�� cxn a MR Gypsum Board 3-b2'Beaded Csg. wl 1-118'Bad band NIR Board, 5-11Y Croum, oc 12x1.2 Tile 7'-114 Neck Base w.��"emm �m Board 3-1It.) Bea Csg. vrl 1-1t`8'"Bad d. B5-it2l Cr y. W H Mud 1 -ice" Cak -1�° Neck Basew ' rye Board 3-In.711 Reade C ,�-11-1 T" Bad d � Board 5-IL)"" Craw* [� Cly 10-ice,"White Oak `�-114 N Base '�" e Board 3-1 �'Bea g. � ` '' ded.C , 11 a � Reward 5-1t'?° C w Stair - Oa Thread 714 Neck Base wf-/4'emle G Bo rd 3-11Q"B eaded Cog. wl 1-1.18'Back band sBozird Cr RhAT � �D rn 1 Type­X FR Gypsum x�g 5' ' ' ► H Somffi C 5!4x4 mahopEry - - - x West Onmred Par& 5044:4 mahogmy West Gann Parch 514-.4 nzahoEmy - - - - E-+ � w -Out door hl rer- 5!4x4 m2hogmy - - - Q Q o 10ft 3-11 "rte OA 7-1/4 Neck Base w�/4`c%nm, GypsumBozrd 3-1P-" eaded.Csg wil 1.-1,'S"Bad band G�y _-mm Board 3-1 `' Cry d' Sb&13 1 "red Oak 7-1./4 Neel Base: ''�-4 eea m Gyp s.Beard 3-I r2 "Beaded C gg w! 1.-US'Bad tiand 3-11+x"' Cr"cmm Be No. 3 34L)"red Oak 7-IA Neck Base. /'/4'T ,e °a Board 3-b` Be2ded CSS: W., 1-1/8"Baaband Board 3-1 tY Crumm C1r I -11 �T reel -1 '41' k to a ��" � ��ard -1 " Heade Cs . wil 1-1/8" a 1xand. -1 : REVISIONS: I NYS i ENERGY COMPLIANCE NOTES FOUNDATION: CRAWL SPACE: THE FLOOR OVER A VENTED CRAWLSPACE CONSTRUCTION, IF APPLICABLE, MUST BER ES chec. J Softwa re i WINDOWS AND DOORS: INSULATED TO THE SAME R-VALUE AS A FLOOR OVER AN UNCONDITIONED BASEMENT, WINDOW AND DOOR WITH WOOD TRIM: ACCORDING TO THE COMPLIANCE ANALYSIS. ` 1). INSULATE HEADER UNCONDITIONED BASEMENTS: lzom 2). SEAL DRYWALL TO THE ROUGH OPENING USING ADHESIVE. 1). INSULATE THE FLOOR ABOVE THE BASEMENT. REFER TO PLANS FOR REQUIRED R-VALUE. ! 3). SEAL BETWEEN WINDOW/DOOR JAMB AND ROUGH OPENING WITH A CONTINUOUS 2). INSULATE THE STAIRWELL BETWEEN THE BASEMENT AND CONDITIONED FIRST FLOOR. BEAD OF LOW-EXPANSION FOAM, OR FOAM BACKER ROD AND CAULK. FIBERGLASS 3). INSULATE HEATING PIPES AND AIR DUCTS IN THE BASEMENT. ALONE IS NOT ADEQUATE. 4). SEAL DUCTS IN BASEMENT. 5). SEAL AIR LEAKS IN THE FLOOR SYSTEM BETWEEN THE BASEMENT AND THE FIRST FLOOR, WINDOW AND DOOR WITH DRYWALL RETURN: SUCH AS WIRING AND PLUMBING PENETRATIONS, AND WEATHER STRIPPING ON THE 1). CAULK JOINT BETWEEN OPENING FRAME AND ROUGH OPENING. BASEMENT DOOR. 2). DO NOT USE HIGH-EXPANSION FOAM. IT MAY CAUSE BOWING OW OPENING FRAME AND VOID THE WARRANTY. Con FRAMING: Z AND ELECTRICAL: SEALING BAND JOISTS DURING CONSTRUCTION: PLUMBINGO O 1). CAULK EXTERIOR SHEATHING TO TOE PLATE WHEN ASSEMBLING FRAMING. R. , , ,e. 2010 rJew York En's 1s 3tion F-+ SEALING PENETRATIONS: 2). APPLY ADHESIVE TO TOP OF BAND JOIST AND LAY SUBFLOOR OVER. - Z ALL PENETRATIONS THROUGH THE INSULATED ENVELOPE OF THE BUILDING MUST 3). CAULK SILL PLATE TO EXTERIOR SHEATHING WHEN NAILING IN PLACE. suffiGTk County, New Ym � BE SEALED. 4). CAULK OR USE ADHESIVE BETWEEN DRYWALL AND TOE PLATE. Canstruc6on Type: RECESSED LIGHTS: SEALING BAND JOISTS AFTER FRAMING (ALTERNATE METHOD): Fftpert T ,.,- Hew CGnstruction � w RECESSED LIGHTS IN INSULATED CEILINGS MUST BE RATED FOR INSULATION 1). INSERT RIGID FOAM BLOCKS ON INSIDE OF BATTS IN FLOOR JOISTS, ALONG U CONTACT ("IC" RATED)„ AND MUST BE AIRTIGHT AS OUTLINED IN ECCCNYS 502.1.3. EXTERIOR PERIMETER, AND FLUSH WITH SILL PLATE. on&rt,ianed Moor Amm: 0 ftz C? INCLUDE GASKETS ON THE TRIM RINGS OR OTHER COMPONENTS THAT MAY BE 2). CAULK ALL FOUR SIDES OF FOAM BLOCKS AND JOISTS UNDER FLOOR JOISTS. I .n , a j 3% a SPECIFIED FOR THE SYSTEM TO BE RATED FOR AIRTIGHTNESS. THE AIRTIGHTNESS � STANDARD OF 2.0 CFMI, (ASTM E 283). UNITS WITH A LABEL THAT REFERENCES THIS 1ST. FLOOR DECK: I j` ae o �� Z ASTM STANDARD, MEC OR ECCCNYS MAY BE ACCEPTED. THIS REQUIREMENT CAN ALSO 1). FULL INSULATE JOIST CAVITIES. BE SATISFIED BY INSTALILING SEALED AIRTIGHT BOXES OVER RECESSED LIGHTS. 2). INSULATION TO BE SUPPORTED WITH WIRE RODS. r_ . it Dates M--� C) SERVICE WATER HEATING: EXTERIOR OPENING HEADERS: e ' 1t Number ~ Z IF VERTICAL PIPE RISERS ARE USED WITH CONVENTIONAL STAND ALONE OR INDIRECT SANDWICH RIGID INSULATION BETWEEN HEADER COMPONENTS IF HEADER ^ W FIRED HOT WATER TANKS, HEAT TRAPS (IF NOT INTEGRAL TO THE WATER HEATER) MATERIAL IS THINNER THAN WALL CAVITY. MUST BE INSTALLED ON BOTH THE INLET AND OUTLFT SIDES OF THE WATER HEATER. i`'Cvn • -on Ste: Owner/Agent: UesignenContractor ALL PIPES RECIRCULATING HOT WATER PIPE LOOPS MUST BE INSULATED TO LIMIT LADDER BLOCKING FOR INTERIOR PARTITION WALLS: � ; HEAT LOSS. GENERALLY', 1/2" OF INSULATION IS SUFFICIENT FOR PIPES LESS THAN 1" 1). PROVIDE HORIZONTAL BLOCKING AT 48" O.C. AND AS NEEDED FOR NAILERS. 411 � META ROAD �� �rtz '� IN DIAMETER. CIRCULATION PUMPS MUST BE EQUIPPED WITH SHUTOFFS. 2). FIT CAVITY INSULATION CAREFULLY AROUND HORIZONTAL BLOCKING. '� - '- - �3 3). PROVIDE A NAILER ON THE TOP OF THE BOTTOM PLATE FOR BASEBOARD TRIM. WrC14013UG, MY OLfthogue,, N't'' 11525 TUB/SHOWER UNITS ON EXTERIOR WALLS: 4). TOENAIL INTERIOR PARTITION STUD TO TOP AND BOTTOM PLATES. 9,31-73.4-4185, PROVIDE ADEQUATE AIR BARRIER BEFORE INSTALLING THE UNIT. THIS INCLUDES INSULATION AND VAPOR RETARDER AS WELL. CAVITY SEALING ON EXTERIOR WALL: ��n SEAL ALL EDGES TO MAKE AIR BARRIER CONTINUOUS. HEATING VENTILATION AND AIR-CONDITIONING (HVAC) QJ q EXTERIOR CANTILEVER FLOOR WITH INTERIOR AIR SEALING: HEAT LOSS CALCULATIONS AND SYSTEM SIZING: 1 . SEAL ALL PENETRATIONS THROUGH THE N HSU FL q . .. . ,... „• . .. .. .. .. .... . , . ., ... P� 1. .. .. .... ... .... ....... .. .l •,:' ...,..e,,.. .. ^:irs..,.v' .' '.::•:.•', ,: HEAT LOSS CALCULATIONS MUST BE DONE IN ACCORDANCE TO ECCCNYS 503.3.1. SEAL SOFFIT BAND J WELL ENOUGH PREVENT WINDWA INC. .,, ,;..^...,..,,, �<,�..�..., .;.,.,;> . ,:°��.:,< �,:,a.��.a. �.m.�,•..,.,�. �. .,.�.� d � �, �� w .�,•. �• 3). SEAL SUBFLOOR JOISTS WITH ADHESIVE. HVAC SYSTEM EFFICIENCIES- 4). SEAL INTERSECTION BETWEEN JOISTS AND WALL WITH SOLID BLOCKING. THE Corr 711ari-i !_r 7, 1un. code- `<271m UA: S69 YbL7 U ' 4715 THE MINIMUM EFFICIENCY REQUIREMENTS FOR HVAC SYSTEMS ARE GIVEN IN BLOCKING SHOULD SIT ON THE INNER EDGE OF THE SUPPORTING PLATE. . - ECCCNYS 503.2. NOTE'THAT CODE MINIMUMS FOR EFFICIENCY FOLLOW FEDERAL CIO ME,NL777 prviift mm k:tima°°k crr, ' ,, �r :� z�s�r�� ':^ ��1� ®�^et �s .< �-� � MINIMUM EFFICIENCY STANDARDS. C`� ATTACHED GARAGE: 1). IF LIVING SPACE ABOVE, SEAL ALL SUBFLOOR PENETRATIONS ABOVE GARAGE r-4U HVAC CONTROLS: CEILING WITH ADHESIVE. ct CONTROLS MUST BE Ill ACCORDANCE WITH ECCCNYS503.3.2 AND 503.3.5. TEMPERATURE 2).SEAL GARAGE CEILING FRAMING AND DRYWALL TO KEEP OUTSIDE AIR FROMEnvelope o CONTROLS MUST INCLUDE THE CAPACITY TO BE SET TO 55 DEGREES OR LOWER a FOR HEATING AND/OR 85 DEGREES FOR COOLING). THERMOSTATS USED TO CONTROL PIPE AND DUCTS. ( ) / ( H BLOCKING. 3 SEAL ALL PENETRATIONS THROUGH ...,-.,6 >.. ,. . :..a ',.< 'r,. � dos.a - ,J .'.••Y:9.'4;, '�� SIMULTANEOUSLY MUST HAVE A TEMPERATURE RANGE OF AT .< '@ {.`...•,.-`..`:•.,.�. .v .x . 1 " .+ .F, W. , .. .a..o ....., ,•:.,},..s ...., .•s•,' ::e.:;, ->'1' i' ..,..,.;'.¢, i ..- e'h•''„ ., w a - '.° ,.. - - TING AND COOLING S ( .< � ,,,W�,,:..*•�.,,.�...;..,,..., ,M e:�< :�� a . ,�; .h �a, ,. r• , . : �., ., .�,, ',;. . #,�.„ HEA AND EXTERIOR AIR BARRIER TO THOROUGHLY 4 PROVIDE BOTH INTERIOR A k ;�' ',.'•ry ,y�,�•._, ,�^r, >;�.;, .,�: �',w r t ,.rib, ,t: ,'.;., a .. AND COOLING ARE EITHER H ALL FOR ♦, � �. . „ ,. ..: .. ,. . . ..<,..�r:.,r.. ..: .,, ,, ,..^ # � >•;: .r .' F LEAST 5 DEGREES WITHIN WHICH CALLS .,.. �,�. :..,, ,. ,, < .. ,,. .,�..... �.� .,:� ..,.,.,.�..,. ;.., ,.y :� u...,.,,, ,. . < . ,:. ' ..., �: .p�:r; •. "::� „,. . `�. ,h� . � ISOLATE THE FLOOR SYSTEM AND REDUCE POTENTIAL PROBLEMS. .. THE CAPACITY TO 1 TAT MUST HAVE r REDUCED. SIMILARLY HUMID S S F SUSPENDED OR , `caa' � ..... .., „� 'u. ' .' F' .; :w,.+';<� S ,,,, ;,,^Fa".:--t. ,..'', <• :' ,'. - ,,?, � .ra -•SII,.-• + . *;i�:•' RELATIVE OPERATION) BETWEEN 30 AND 60/ DROPPED SOFFIT ON INTERIOR WALL:ENERGY CONSUMPTION F.. ;: .„ :, >.,.: .,. � .. ':'. : Fr. e:: :._ , ,�f:r :,: >„': .:rF.'>. •• . . ' , .:a' ,,,. .. t : �':' f..:.: . HUMIDITY. HEAT PUMPS THAT INCLUDE AUXILIARY HEATERS ABOVE A PRESET OUTDOOR USE PLYWOOD, DRYWALL OR THIN PROFILE STRUCTURAL SHEATHING, CAULK AT r TEMPERATURE. TOP PLATES. Fres- �.Il-�'�rc O' d �i� rug=Over � rxondr" - „ ; 1 ALL MECHANICAL VENTILATION SYSTEMS MUST HAVE CONTROLS TO SHUT DOWN WHEN VENTILATION IS NOT REQUIRED. WHEN THE SYSTEM IS SHUT DOWN, AUTOMATIC OR Cc i iin 1: Fi tat: Iln yr Tr -.rT 1 ,90 .55 '0. 0.02 4 N GRAVITY-DRIVEN DAMPERS AT THE POINTS OF INTAKE AND EXHAUST MUST BE CLOSED. INTERIOR SOFFIT ON EXTERIOR WALL: • 1). SEAL ALL PENETRATIONS THROUGH THE AIR BARRIER. X o 2). HANG DRYWALL OR OTHER AIR BARRIER ON THE WALLS AND CEILING BEFORE `- � = a ' 'd > �ilr �- - �� " 2 DUCTS AND PIPES: O FRAMING INTERIOR SOFFITS OR UTILITY CHASES. x 0 DUCT AND PIPE INSULATION IS REQUIRED FOR ALL HVAC DUCTWORK AND PIPES IN 3). SEAL AIR BARRIER JOINTS INSIDE THE SOFFIT OR CHASE. %1fafl 1: W Rmme', J +C. I'S54 33.- 0L 0 0.047 G17 w `� UNCONDITIONED SPACES, AS INDICATED IN ECCCNYS 503.3.3. FLEX DUCT MUST HAVE41 R-VALUE LABELS ON THE OUTSIDE JACKET (ECCCNYS 102.5.3). _ � a, KNEE WALL SUPPORTING ROOF: 1'rjnd 1: Wood Frmme Ie nne vi �rE 10.1- !x.320 32 � 0 � U DUCTS AND PIPES IN UNCONDITIONED ATTICS, GARAGES, BASEMENTS AND CRAWLSPACES 1). SHEATH WALL BETWEEN WALL AND RAFTERS AND INSULATE WALLS TO '� m MUST BE INSULATED. WHENEVER POSSIBLE, MECHANICALS ARE TO BE LOCATED INSIDE PREVENT WIND WASHING. # '� U E p; THE INSULATED ENVELOPE OF THE HOUSE. 2). IF RAFTERS ARE SUPPORTED BY WALL PLATE USE INSULATION BAFFLES. 1��cic w �Id Fr�n-��RI� F�F1+� ' i� E - �• 1 110 _ IF HEATING DUCTS ARE INSTALLED IN OUTSIDE WALLS THE INSTALLER MUST PROVIDE 00 `� R-14 RIGID INSULATION BETWEEN DUCT AND EXTERIOR SHEATHING. BAFFLES ARE TO CONTINUE UP RAFTERS PAST THE KNEE WALL INTERSECTION. r 1: lid 0.220 27 N � w 3). PROVIDE BLOCKING BETWEEN RAFTERS AND FLOOR JOISTS ABOVE EXTERIOR DUCT SEALING: INSU�A% "TE. ,r,2: Va.= 210 0.320 r �" DUCT SEALING IS REQUIRED ON ALL LOW-PRESSURE DUCTWORK (ECCCNYS 503.3.4). ALL FULL LOFT: PORTIONS OF STUD BAYS OR JOIST CAVITIES USED AS DUCTWORK MUST ALSO BE 0 '�",aH 2 ' : , F 19'eA OD.0 1,, `7 33..E . . 4.7 57 SEALED. ALL CONNECTIONS AND SEAMS (EXCEPT LONGITUDINAL JOINTS THAT LOCK) INSULATION SHOULD BE FLUFFED TO ITS FULL THICKNESS, NOT COMPRESSED, AND 0 00' � NOT ROUNDED OR SCALLOPED AT EDGES. W MUST BE SEALED WITH EITHER MASTIC OR FIBROUS TAPE EMBEDDED IN MASTIC. Vrm.dow 3: %Aro od Fr mel- . Ie Pimp--,wfth Low-E 0-220 44 H TAPES MEETING UL 181A MAY BE USED FOR RIGID FIBER DUCTS. TAPES MEETING FILL THE CAVITY: UL 181B MAY BE USED FOR FLEX DUCTS. DUCT TAPE IS NOT ALLOWED FOR DUCT INSULATION SHOULD BE SNUG IN CONTACT WITH ALL WALL STUDS, PLATES, SHEATHING Vrindow, : Wo0:d Frmme;, ' ,uble fane w ith Low-E :.19 0.310 51. O SEALING. AND DRYWALL. IN CEILING AND FLOORS, IT SHOULD BE IN CONTACT WITH THE DRYWALL WRITTEN MATERIALS: OR SUBFLOOR, AND EXTEND ALL THE WAY TO JOISTS ON BOTH SIDES WITHOUT GAPS. r 3: 1 msr 12:E 0-320 40 � WRITTEN MATERIALS DESCRIBING REGULAR MAINTENANCE ACTIONS MUST BE LEFT WITH ALL HVAC AND WATER HEATING EQUIPMENT (ECCCNYS 102.3). A LABEL REFERENCE CUT AROUND OBSTACLES: N TO SUCH MATERIAL IS ALSO ACCEPTABLE. INSULATION SHOULD BE SPILT AROUND WIRES AND SMALL PIPES; CUT AROUND ELECTRICAL BOXES, LARGER PIPES AND OTHER OBSTACLES; AND SPLIT OVER CROSS REDUCED MOISTURE: BRIDGING IN FLOORS. NEVER STUFF INSULATION TO GET IT TO FIT. EVERY BATHROOM IS TO HAVE A FAN THAT EXHAUSTS TO OUTDOORS. G.C. TO CONFIRM THAT DOCUMENTATION OF R-VALUES: THE FAN ACTUALLY WORKS; USE RIGID OR FLEXIBLE METAL DUCTS AND KEEP RUNS AS SHORT AS POSSIBLE. KITCHEN RANGE HOODS SHOULD BE EXHAUSTED TO OUTDOORS, ESPECIALLY FACED OR UNFACED FIBERGLASS BATTS, AND RIGID FOAM INSULATION MUST BE 94 IF THERE IS A GAS RANGE. INSTALLED SO THAT THE MARKINGS ARE VISIBLE TO THE BUILDING INSPECTOR. VENTILATION: ACCESS OPENINGS: MECHANICAL VENTILATION TO BE IN ACCORDANCE WITH ASHRAE STANDARD 62-2003 AND ATTIC HATCHES, SCUTTLES, PULLDOWN STAIRS, etc. MUST BE INSULATED TO THE Pry, e tle- .e t ate: GIrlZa fmol THE REQUIREMENTS CONTAINED IN NYS CODES FOR DETERMINING MECHANICAL SAME R-VALUE AS THE SURROUNDING AREA. Ulan filena : ° A _sezr_sAD'raf nq Statim° r o.--u - en ESc a ! t'-rck Pagel , f VENTILATION RATES. 4; KITCHEN EXHAUST FANS SHALL HAVE A MINIMUM VENTILATION RATE OF 100 CFM CATHEDRAL CEILINGS: , , '' ; 1). PROVIDE 1" CHANNEL FOR AIR FLOW ABOVE INSULATION, UNDER ROOF SHEATHING. INTERMITTENT OF 25 CFM CONTINUOUS AND BATHROOM EXHAUST FANS SHALL HAVE ,: T , 2). PROVIDE BLOCKING BETWEEN RAFTERS OVER WALL PLATE. i` "� DRAWN: MH/MS Y.. 4 SCALE: 1/4"=1'-0„ # �tR ' JOB#: U}Y! y ry>�x September 12,2014 S f... SHEET NUMBER: A- 14. dry _'✓"4!�,;ia;��� ''C': I I REVISIONS: i WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. i KING STUDS i ° ENDWALL RAFTER WALL STUD CRIPPLE STUD p ° BOTTOM PLATE I p RIDGE < LEDGER BATHTUB ° HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION 1ST. ADS5 HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOPJOIST DIRECTION WITH (2) JOISTS. UNDER WALL. 2ND. ADS5 ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTE 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE E FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING @24"OC O I--1 WALL STUD V] THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP W CRICKET AT TOP-SIDE OF VENTILATION CHANNEL Z CHIMNEY AS REQUIRED F--1 RIM BOARD RAFTER O SILL PLATE(S) ' WALL SHEATHING RAFTERS u MAINTAIN U , ` VENTILATION WOOD JOIST SIDEWALL FLASHING CKING FOUNDATION TOP PLATE ED - FINISH WALL AND MOISTURE 240 LEDGER BLOCKING Z Z STAPPING TO BE ATTACHED TO WALL STUDS ®48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL B E PROVIDED WITH A FASCIA O O / BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER I�-I THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. �,' SHALL BE COVERED WITH CORROSION- ON TIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD H ON ALL OPENINGS �� PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'0" O.C. FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"00" 18go. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARY4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR CONNECT TO ON ALL OPENINGS / `„ ACTION EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND ROOF VENTILATION OVER BEARING WALLS AND HEADERS 14" 16' LSTA36 1-1/4"x36' 18ga. STRAP AND JACK STUDS EACH RAFTER INSTALL 4'0" O.C. / 8" - 12" RAFTER RT20 1-1/8" x 20go. TYDOWN ANCHOR CONNECT TO SOFFITED EAVE DETAIL - ON ALL OPENINGS ,r ,' KEEP ROOFING NAILS OUT / OF FLASHING 2ND. FLOOR WALL �r ROOFING LAPS BASE FLASHING 4 INCHES BASE FLASHING WRAPS CORNERS, RAFTER RIDGE CAP OF SAME EXTENDS UNDER, SHINGLES AT MATERIAL AS ROOFINGSIDES 4 INCHES AND LPS O SHINGLES AT BASE MINA 4 INCHES THROUDGHOVENTATHING O WOOD JOIST TOP PLATE GIRDER/HEADEP, SIDE WALL FLASHING r� 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48"OC WOOD JOIST �� 2J AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD o AND RAKES -- PROVIDE HEMMED EDGES SO FLOOR JOIST IDEPTH USP NUMBER DESCRIPTION APPLICATION RAFTERS ^^ . M AS TO FORM DRAINAGE CHANNELS AND INSTALL 4'O" O.C. PREVENT CAPILLARY ACTION 4" — 18" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE—MANUFACTURED KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. INSTALL 4'0" O.C. RAFTER/PLATE RT15 TYDOWN ANCHOR RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" — 16" MSTA48 1-1/4"x48" 16ga. STRAP AND JACK STUDS CONFORM TO SLOPE PLATE WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF I TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL TO EACH STUD DBL. SILL PLATE O I o ti TERMITE SHIELD , v SUBFLOOR N v SILL GASKET WOOD JOISTScM 01) N .5 co aj o ♦ ` NEOPRENE -^� p m 7 TYP. CONC. FOUNDATION A 6MICONC. SLAB GASKET . ' 2x6 /2x8 CONTINUOUS WOOD PLATE: C 6 MIL. POLY - V ` �' DAMPPROOF EXTERIOR , , I BOLTED TO STEEL BEAM WITH ' ' x o V GRANULAR FILL @) 6MIL POLY ON EXTERIOR \.Q 7 `� 1/2 " DIA. BOLTS @ 48" o.c. STAG. V. +, e s STEEL COLUMN ' V i d 0 4 ' D, D \ ROOF JACK ♦ � - v ♦ CONC. SLAB ' '� - �r e ' \� . STEEL BEAM �' v A o �•D ANCHOR BOLT EMBEDMENT: �� I `�, � `t ° cz COMPACT FILL POURED CONCRETE: 7" I 4" x 1/4" x 8" STEEL V i I i D ROOFING LAPS 'n U m BLOCK WALL: 15' TOP AND BOTTOM PTE r-' '0 ` LA _ Ln V ° ° 4 ° 1 FLASHING AT . WITH 1/2" x 6" ANCHOR BOLT � KEYWAY FOOTING D e a �. a CONC. FTG. ► •p Q'p G D SIDES AND TOP `� N a v d USE WITH 3x3 SQUARE WASHERS 1/2" GROUT e ^ ^ O ANCHOR BOLT CONNECTION o W o (USP LBPS58 OR BP583) 3" STEEL COLUMN DRAIN TILE REINFORCING BAR ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I ( 10 KIPS ) ► ► SUPPORTING MAXIMUM SPACING FLASHING LAPS SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION 1 STORY 72" OC TYPICAL BEAM DETAIL SILL PLATE TO FOUNDATION TYPICAL CONC. FOUNDATION. APPLY PILASTERS 2 STORIES 36" OC STEEL BOTTOM BEARING C� WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION / ALL BOTTOM PLATE TO FOUNDATION SLAB-ON-GRADE 1-2 ;STORIES 57" OC ROOF JACKS & VENTS DETAIL O U) SUB FLOOR CONC. SLAB I I DOOR FRAME 6X6 10/10 GARAGE I JOIST COMPACT FILL DOOR � USE 2X8 STEEL BEAM FOR B LOC KOUT <; 4" SLAB a W/ 6X6 WMM I I SLOPE P.T. PLATE ` 4 DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT m 1/2" AIR SPACE �`� < <� ° ° WITH A NAILING PLATE IF NEEDED r _-, '� AT S OF WOOD D` DND AND 13 ` -v 4 ea n a° a °" ° a ° STOEEB BEAMOX.TO 1ALLOWF ORHIGHER SHRINKAGE GRADE 4 ." 'n' «' -- ° a , r BEAMS _ - — e O ° (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) ,•�!14 41" 6X6 W.W.M. 4— .,- — a — a — e D II. IEII III 12" �. ,e 4 e 4 a 4 .. ° 4 D e D o I-11—III D , D D D -I O ° �II�I111� �SUBFLOOR MIN. << ,e e '� �'� �'� �'� e ��NOTCH BEAM FOR MUIDSILL IF REQUIRED -- MAXIMUM NOTCH EQUALS 1/4 DEPTH OF BEAM JOIST fr / ° II—II �� 4 REINFORCING BAR REINFORCING BAR ° D �D DRAIN TILEI�#►I SHEET METAL / 30# IFELT UNDER BEAM AT POINT Ill ' 4IX'A O° ° O° ° II—I' STEEL BEAM 12 OF CONTACT WITH CONCRETE OR CONC. BLOCK 3PLATE BOLTED TO BEAM ' x c „ TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. SHIMS TO LEVEL BEAIM REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. �, ! r DRAWN: MH NIS 3" MINIMUM BEARING SURFACE FOR WOOD BEAM � 'h'u 3 SCALE: 1/4"=1'-0" GARAGE DOOR BLOC KOUT < d°a, BEAM POCKETz v F JOB#: ;��,�.'<�•'< ,�'�;,. September 12,2014 ' C SHEET NUMBER: A- 15 i, I ! REVISIONS: i I i JOIST DETAILS w stud ( ) wall at 16" Plate nail-16d(3-1/2") ALLOWABLE HOLES - TJI Joists Plate nail- n- nter* box at 12"on-center box at 16"on-center* on-center Floor panel nail-8d INTERMEDIATE BEARING loor panel nail-8d(2-1-2") Load bearing or shear wall NO LOAD BEARING WALL ABOVE 2-1/2")common at 6" n ,r No Ae/d cut ho%r 1-1/2"hole may be common at 6 on-center above(must stack over wall See TableA See Table6 on-center !n hatched cut anywhere in below) We stiffeners See Table nines See Table web out- required each side Load from side hatched zone DONOT "or 1-1/4" 1-1/4"Trus i i� ( Bloccking Blocking panels Blocking + at B3W above cut or notch flange. Trus Joist Joist rim ante) may be required with panel '%% rim board* board 2x4 minimum shear walls above or 6, ❑ O Q b. squash i below-see detail Bl L z x D D oe nail-lOd(3") 12„ oe nail-10d(3") blocks 1 1/ 1 1 1 L2 zxL2 oz 6" minimum minimum box at 6" (applies to all box at 6" hopes ecept mlh. knockouts) Do not cut haler larger than on-center on-center Table A - End Suppot DONOT Remove tongue and groove * B1 61 1/16" I lain"In cant!/ever cut holies/n cantilever from floor panel edges Boun ary nailing Mi Imum distance from edge of hole to Inside face of nearest end support reinforcement. supported by 1"a-Rim®to -Sd 2-1/2" 2x4 minimum ( ) stall proper blockingWeb stiffeners ensure quality nailing. common at 4" P P ROUND HOLE SIZE S TJi rim r to support all panel required each squash DEPTH T11 SQPARE OR RECTANGULAR HOLE SIZE Conventional construction code minimum for * PP st on-center edges side at BiW and blocks z^ 3• a• 6-1/2 s•1/2 11^ 13" 2^ 3" a" 6-1i2 8-1/2 11" 13^ se with A3 only.See Trus Joist Framer's g2W Use 2x4 minimum squash 110 1'-0^ i'-6" z'-0" F-o^ 1'-0" 1'-6" 2'-6" 4'-6" Al p2 Must havel-3/4aminlmum A3 A3.1 3.2 3.3 ocketGuideforA3el-A3.3Installation 3.4*fee Trus Joist Framer s Pocket Guide for g2 g2 g3 g3 CS blocks to transfer load 9-ln" 270 7'-0" 7'-6" T-0" s-o" 1'-0^ z'-o" 2'-6^ 5'-0^ Joist bearing at ends specifications additional installation specifications around TJI joist z3o r-o^ z'-o^ z'-6^ s'-6^ r-0^ r-0" 3'-0^ s'-o" 360 1'-6" T-0" 3'-0" 6-0" 1'-6" 2'-6" 3'-b" S'-6" 110 1'-0" 1'-0• '- '-6" '-0" 6'-0"length of 210 r-o" r-0" r-0" 7-6" s-6• r-0"l. r-o" TV s'-0" 6'-60• TJI joist 8"diameter maximum hole Nail Trus Joist rim n-Ile" 230 r-o^ r-0" I'l- T-0" s-o" 1-0" Ill" 7.0^ 5'-6" rl" 4'-0"length of $"diameter maximum hole reinforcement and for 11-7/8"-16"deep board to blocking Attach reinforcement 360 r-o" r-0" r-6• 4'-6" T-0" r-0" I'l" 2'-6" 6'-6" 7'-6• 3/4" for 11-7/8"-16"dee filler block.Use blocking panels;6" with connections to joist with one 8d 560 r-0• r-0" 1-6" s-o" 8'-0" r-0" 2'-0" 3'-6" T-0 TV Web stiffeners $"diameter maximum hole P " 110 r-o r-0" r-0" r-0" 7-6" s-0" r-0" r-o" 1'-0^ 3'-6" 6'-0^ TV reinforcement " 4'-0 length with diameter maximum for equivalent to (2-1/2')common nail at Nail through 2x_,wood backer re uired each "_ blocking panels;6 g 210 r-o" 1'-°• r-0" r-0" TV s-0^ r-0" r-o" r-o" a'-o 6'-6" F-6- for for 11-7/8 20"deep on one side at 9-1/2"and 11-7/8" blocking panels 9-1/2"dee decking schedule each corner and 14" 230 r-o^ r-0^ r-0" r-6" 3'-6" 6'-6" r-0^ r-o^ r-0" a'-0^ TV 9'-0" side at EIW diameter maximum for g p P blocking panels;6" E2,both sides " TJl joists. or shorter than 12"Ion Trus Joist Attach reinforcement TJI of 560 I'l- I'l- Ito" 2'-6" 6'-6" s'-o^ r-0" r-o" r-0" s'-6^ s'-0 91-6- diameter panels 9-i/2 deep j j;• , j st web with 2 rows lOd O diameter maximum for at E3 or shorter than 12"long. o not cut flanges. rim board to joist with one 8d Blocking panel between Blocking (3")common nails at 6" s6o 1'-0" 1'-0 l'-o^ z'-6" 6'-0" 9'-0" 1'-0" 1'-0^ 7'-6" 6'-6^ 9'-0^ lal" locking panels 9-1/2'deep (2-1/2")common nail at chjoist.Nail to top panel 210 I'-°" r-o" Ill" r-0^ r-6" 3'-6^ s-0" r-0^ r-0^ r-o" z 6^ 6'-6^ a-o" l0'-6^ I•� or shorter than 12"Ion not cut flanges. late with connections n center,Birched.Use 16" 230 r-o" r-°^ r-0^ r-o^ z'-o" a'-o^ s-b^ r-o" I'l" r-o^ 3'-0" lr-0" g each corner P l6d 3-1 Trus Joist ( /2)nails with 360 r-o^ r-o^ r-0" r-0 3'-0^ s-0^ 9'-0^ r-o" r-0" r•0^ n'-6" LDo not cut flanges. rim board equivalent to decking 3- 2"TJI joist 560 r-o" r-o" r-0" r-0" 3'-0^ 17-0^ 12"length of schedule. a ge widths. a rim Joist 4" 6" B' 10" 12" 15" 17• 4• 6" 8" 10" 12" IS" 17" rim board ttach 3/4° 12"length of 360 r-o^ r-o" r-0^ -0^ s'-o^ reinforcement to reinforcement 3/4„ 18" 560 1'-0" 1'-0" 1'-0" T-0" 5'-0" 11'-0" rTl [.�—I 1'-0" T-6" 6'-6" 11'-0" 12'-0" 14'-6" F.L. Trus Joist rim ttach reinforcement joist web with 3 on one side at 360 i'-0" 1'-0" 1'-0" 2'-0" T-0" 10'fi" 1'-0" 1'-0" 2'-6" a'-0" 71'•6" 14'-0" 15'-6" r W board to joist with 8d(2-1/2") rows 10d(3") E5,both sides reinforcement 20" 560 r-0" 1s'-6" common nails at 6"on- common nails at 6" at E6 on one side at Wood E7,both sides 20° o center.When �� on-center,clinched. at E8 backer s c able B - Intermediate or Cantilever Support z Face grain ay-�t�` reinforcing both Z"`�.�� Use 2 rows with 9-1/2" Less than e a�.`\eje ads Mini um distance from edge of hole to inside face of nearest intermediate or cantilever support 0 horizontal sides,stagger nails. tea+ and 11-7/8" Less than 2 es p< \o 5" " \Ai z`\e� ca tR` ROUND HOLE SIZE SQ ARE OR RECTANGULAR HOLE SIZE U El El E2 E3 E4 TJI joists. ES E6 E7 E8 5 Fl ca\en s Nn�Eo or\,1� DEPTH Tit 2^ 3" 4" 6-1/2 s-In 11• 13• 2" 3" a• 6-1/2 8-ln u" 13• 'U� Not for use with 3-1/2"TJI 0 110 1'•6' z'-6" TV T-6" 1'-6" 2'-6" T-6" 6'-6" joist flange widths 9.1/2" 210 T-0" 2'-6" T-6" T-6" 2'-0" 3'-0" 4'4" T-0" 230 T-6" 3'-0" 4'-0" 9'-0" 2'-6" 3'-0" 4'-6" 7'-6" Filler block Attach 360 3'-0• fl' 5'-6" 9'-0^ T-0" 4'-6" s•6" B'-o" O with ten 10d(3")box WEB STIFFENER ATTACHMENT 110 ' " r-0" r-6" 4'-0" 8'-0" '-o" r-6" W '-6^ `°" rC) 210 1'-0• 1'-0" 2'-0" 4'-6" 9'-0" 1'-0" 2'-0" 3'-0" T-6" 10'-0" �� U nails,Clinched,Use ten 11-7/e• 230 1'-0" TV TV F-0" 9'-6• 1'-0" TV Y-6" 8'-0" 10'-0" 16d(3-1/2")box nails from EXTERIOR DECK ATTACHMENT Gap: 360 2'-0 3'-0" 4'-0" T-o" 11%0" r-0" TV s-0^ 9'-6^ n'-0" Option#1: I-1/8'minimum h--"1 each side with 3-1/2" Structural exterior Apply subfloor adhesive to all j TJI Joist blocking with end 2-3/4"maximum 560 r-6" 3'-0" 4'-6^ F-0" 12'-0^ 3'-0" 4'-6" a-o" 10'-6" 12'-0^ Web stiffeners TJI joist flange widths. sheathing contact surfaces cks installed at 1/3 joist 11#2'� 170 r-0" 1'-0" r-0^ z'-o" 4'-6" 8'-0" r-o" r-0• r-0• s-0" 9'-0" 12'-0" 210 1'-0" 1W 1'-0" 7-6" 5'-0" 9'-0" 1'-o" 1'-0" 2'-0" 6'-0" 10'-0" 12'-6" required if sides to Use fifteen nails with Backer block � s an locations using Three 8d(2-1/2") 14" 230 r-0" r-0" r-0^ 3'-0" s-6• l0'-0" r-0" I'l" 7-6" fl" 10'-6" 13'-0" hanger do not laterally TJI joist depths Install tight to to Flashing � ( -/2")box nails, support at least 3/8 g g p Bearing plate: o 8d(2-1/2) 360 r-o" r•o" 7-0• 5'-6" 8'-6" 17-6" r-0" 2'-0" 4'-0" 9'-0^ ITV la'-°" " seater than i6". � clinched flange(tight to Flush plate with inside a box nails or 560 r-o" r-0" r-6" 5-6" 9'-6" 13'-6" 1'-0" TV Vl" 10'-0" 13'-6" 15'-0" of TJI joist top bottom flange with face of wall or beam Treated 2x_ o`StisQ a+ 2-1/2"screws, Three 16d 1joist ')box nails z10 r-0" r-0• r-0" r-0" X-0" 5'-6" 9'•6^ r-0" r-0^ I'l- a'-6^ 9'-6" 12'-6" flange face mount ledger \i3 $ typical 11#2� at 3-1/2'TJljoist flange widths 76, 230 r-0^ r-0" r-0^ r-b" a'-o^ 6'-b^ l0'-6^ r-o^ r-o r-o s-0" l0'-6" 13'-0" 16'-0" ' angers).Attach Web stiffener each 360 I'-0" 1'-0• 1'-0" 3'-0" 6'-6" 10'-0" 13'•6" 1'-0" 2' 7'-6" 13'-0" 14'-6" 1T-0" with ten 10d 3" See fastener Trus Joist 560 1'-0" 1'-0" 1'-0" TV T-0" 11'-0" 15'-0^ 1'-0" 1'-o" Y-6" TV 14'-6" 16'-0" 16'-0^ ( ) Opti n#2: side.See sizes table below.Maintain rim board Top box nails,clinched 2x_strapping installed below. 4" 6- s" 10" iz" 15" 17" 4" 6• 8" 10" 12" 15" 17" 2"distance minimum from flange when possible. ( ) 36o r-o• r-o^ 3'-0" 6'-0" 9'-0" 1s-o^ r-o^ a'-o• 9'-0" 14'-6^ is-6" 19'-6^ g at 1/3 joist span Tight fit le^ edge of ledger to fastener. g 560 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" Ib'-b" 1'-0" b'-0" 11'-6" 16'-6^ 16'-0" 20'-0" hanger locations using two 20, 36o r-o" r-o" r-o" 3'-0" 6'-0" n'-0" ls'-b^ r-o^ 1'-6" T-0" 12'-6" ls-6" l9'•0" zr-o• Face mount acker block Allowable Load/Factored Resistance(lbs) \ 2-1/2"screws per joist W Web Stiffener Size W Web Stiffener Size 560 V-6' T 0' hanger both Sides Fastener 1-3/4"rim board Option#3: 1-1/2" 1/2"x 2-5/16"min -5/16"7/8"x 2-5/16"min Rectangular holes based on measurement of longest side. 1^a-Rim^^ direct) Applied ceiling Of Web With 3/8"lag bol 400/630 N.A./N.A. y PP g Holes may be located vertically anywhere within the web.Leave 1/8"of web(minimum)at top and bottom of hole. single TJI 1/2"lag bolt 475/750 3251 N.A. When spec/fled on the layout, one or more of i-3/4" 5/8"x 2-5/16"min 2-1/2" V x 2-5/16"minimum " Knockouts are located in web at approximately 12"on-center;they do not affect hale OISt placement. H1 H2 j H3 O Allowable load determined in accordance with AC 124. t 'e three t7raC%n o tions shown Lmust/be O 2-1/16" 3/4"X 2-5/16"min 3-1/2" simple .corrosion-resistant fasteners re uired for wet-se vice PI`r 8 P I I 2X4 . For s an 5 minimum uniform) loaded joists meeting the requirements of current Trus Joist product vides,one `V WP ( ' ) Y 1 g q P g q Installed maximum size round hole may be located at the center of the joist span provided no other holes occur in the joist. applications. - Distances are based on the maximum uniform loads shown in current Trus Joist product guides.For other load conditions or Q hole configurations contact your Trus Joist representative. O BEAM and COLUMN DETAILS ALLOWABLE HOLES - Beams and Headers H r� BEARING FOR DOOR OR BEAM TO BEAM BEARING AT CONCRETE 2x diameter of the largest hole(minimum) ►� BEARING AT WALL WINDOW HEADER CONNECTION WALL Joist Framing 1/3 depth W Q Allowed hole Trus Joist rim board o ° O zone U Strap per code if I o 0 or blocking for top plate is not 1/3 depth o o y y [U-t o Cut on/ round holes and on/ Blocking /n the center ofbeam. lateral support continuous over panel Safety bracing(1x4 header minimum)at 6'on-center and 1/3 span Allowed hole zone 1/3 span ROUND HOLE CHART r� U extended to a braced end BEAM DEPTH MAXIMUM ROUND Q Silent Floor joist framing Et wall. HOLE SIZE ^ M Fasten at each joist with 4-3/8" 1" w does not require bridging For uniformly loaded beams only. q g g o 8d(2-1/2")nails minimum 5-1/2" 1-3/4" or mid-span blocking (see WARNING). - Rectangular holes are not allowed. 7-1/4"to 20" 3/ Top flange - No holes in cantilevers. • � see Illustration for Allowed Hale Zone hanger • No holes in headers or beams in plank orientation. Face mount H2 Parallam®PSI or hanger DoNorheveicut/olst Al TimberStrande® beyond Inside face of CE:, Rim board joint LSL Column See current Trus Joist L4 toted untreated wood from direct contact wan between joists TJI JOIST ATTACHMENT at BEARING literature for framing with concrete A3 TJI Joist to Bearing Plate Squash Blocks to TJI Joist(Load Connectors Trus Joist rim board bearing wall above) One lOd(3")box CD CONNECTION OF MULTIPLE PIECES OF Seat cutsmustbe within nail into each flange r-4 ++ TOP-LOADED\I BEAMS(1) wall One 8d(2-1/2") � C O BEARING AT COLUMN CS box nail each cr) N u 1-3/4"Width Pieces: TJI rim joist side.Drive nails X u at an angle at tt) N Minimum of 3 rows 10d(3"x 0.128")nails at 12"o.c. L3 Trus Joist )east 1-1/2"from r` p •t' ON Verify Paralllam PSL or Minimum of 4 rows 10d(3"x 0.128")nails at ELEVATED COLUMN A2 rum board end. tat en minimum bearing r1 at end support;3-1/2" X O } minimum at intermediate Timber:Strand LSL 12"o.c.for 14"and deeper beams BEAM ON COLUMN COLUMN BASE BASE support [i m V column if using 12d(3-1/4")or larger nails,the CAP Bl L1 Shear transfer.•Connections equivalent to fill v capacity'and beam number of nailingrows may be reduced Optional Hl floor panel o bearing length. by one. y non-shrink ; p See current Pa nailing Trus Joist 3-1/2"Width Pieces: grout B2 u Rim to TJI Joist 4 4 It L" -4 Trus Joist rim board or literature. Minimum of 2 rows 1/2"bolts L5 1-3/4"wide TA rim (� r t at 24"o.c.staggered B3 joistOne 10d(3')box 01 � (1)Load must be applied evenly across entire nail into each flange stT wide TJI rim T11 floor . . joistToe nail with 10 t11 . (3")box nails,one each joist O beam width.Otherwise,use connections for side-loaded beams. 2-1/16"-2-5/16"wide P TJI rim oist16"wide side of TJI joist Flange Additional nailing or bolt/ng may be required with Butting LI)se B1 or B2 at j B4 Joists (3-1/2")box nail into each � L5 L6 side-loaded multiple-member beams Refer to current Pl P2 P3 O with blocking terrmediate bearings flange O panels TJI ri wide product literature. O i Iwai hearing or shear TJI rim End of joists g 1 To View P at centerline wlail from above of support FASTENING of FLOOR PANELS Braced end wall BEAM ATTACHMENT at BEARING W see note 3 under Trus Joist rim board Closest On-Center Spacing per Row WARNING H1 'U Nail Size TJI Trus Joist rim board TimberStrand LSL One lOd(3")box V 1-1/2"or wider Microilam LVL Parallam PSL 110 and 210 230,360 and 560 1" 1-1/2" O 8d (2-1/2")box 2-1/2" 2" 6" 4" O • member at bearing, O not each side o 1-1/2"minimum from end Bd(2-1/2")common 3-1/2" 2" 6" 4" 3" 3" 3" O • 10d(3"),12d(3-1/4")box 3" 2" 6" 4" INSTALLATION TIPS 10d 3",12d 3-1/4" comma 4-1/2" L4 O Drive nails at an Seeframingp/an Ofan cable)eNne er'sPor �yy ( ) ( ) 3" 6" 4" 4" 4" 4" Stsbfloor adhesive will im rove Floor erformance,but an le to minimize � aCJ l6d 3-1/2" common O7 O7 may not be required. P P O xterior Deck splitting of late Gu/deforminlmumendand/ntermedlatebear/ng I ) N.A. 4" 16" 6" 6" 8" 6" y q � g P lengths. iV (1J Can bereduced to 4"on-center with maximum nail penetration of 1--3/8"into the narrow edge. When joists are doubled at non-load bearing parallel partitions,space joists apart the width of the wall Structural ttaehment Reeommended nailing is 12"on-center in field and 6"on-center along for plumbing or HVAC. O Y�1 sheathing edge.Nailing requirements on engineered drawings supersede Additional joist at plumbing drop(see detail). sheathing O DO NOT use yawn/umber recpmmends mus. O for rim board or blocking. Nailing rows must be offset at dfo Ed and staggered. WARNING 14 ga.staples may be substituted for 8d(2-1/2")nails If minimum penetration O Sawn/umber may shrink of 1" Into the TJI joist or rim board is achieved. Protect 0 ager Installation- U 'a a untreated wood See o HOLES ALLOWABLE Joists are unstable until braced laterally x Farthest On-Center Spacing iter Row from direct Maximum spacing of nails is: contact with O H3 Bracing Includes. For joist widths 1-3/4"or less: 18'"on-center concrete ocking -Sheathing Hangers -Rim Board Fpr joist widths greater than 1-3/r4": 24"on-center DO NOTallow workers to walk on Stlrut Lines .Rim Joist DO NOT stack building materials FILLER and BACKER BLOCK SIZES Joists on unsheathedJolsts.Stack only Shifted joist dditional until braced. over beams or wa//s TJI Flange Widths 11-3/4" 2-1/16" 2-5/16" 3-i/2" joist Bearing /NJURYMAYRESULT. Plumbing drop g plate to 9-1/2^cot 9 1/2"or 14"or 9-1/2"or 14"or 18"or 14"or 18"or be Flush with inside A Weyer ®user Business WARNING NO TES: Depth 14" tt-7/8" face of wall or Lack of concern for proper bracing during construction can result in serious accidents.Under normal conditions if th r4 11-7/8'" 11-7/8" 16" 11-7/8" 16" 20" 16" 20" Squash blocks and blocking panels carry stacked * 2x12+1/2" vertical loads(details Bl and B2).Packing out the beam Filler Block 3/8" 3/8" 1/2" 1/2" Two Two Two web of a TJI joist with web stiffeners is not a followingguidelines are observed,accidents will be avoided. " � `° (Detail H2) 2x6 2x8 sheathing 2x6 2x8 2x12 1 ( ) g ats4"5r: ,:f sheathin sheathingsheathingsheathin substitute for squash blocks or blocking panels. t by 1 Cantilever Filler 2x6 2x10 2x6+3/8" 2x10+3/8" 2x6+1/2" 2x10+1/2" 1.All blocking,hangers,dm boards and rim joists at the end supports of the TJI joists must be completely installed and properly nailed. '•"ri �4} ,y� '°�-z , 2.Lateral strength,like a braced end wall or an existing deck,mutt be established at the ends of the bay.This can also be ,ey, y'''�o �fy:� (Detail E4) 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not Not applicable 2.Lateral accomplished b a temporary or long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable p y p ry permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 3.Safety bracing lines of 1x4(minimum)must be nailed to a braced end wall or sheathed area as in note 2 and to each joist.Without this ' '-t "" It> '. DRAWN: MH/MS bracing,buckling sideways or rollover is highly probable under light construction loads-like a worker or one layer of unnailed sheathing. "YYoo Backer Block* 5/$"or 3/4"or SCALE: 1/4"=1'-0" (Detail Fl 1"Net 2x6 2x8 2x12 or 112 /4" 7/8" 4.Sheathing must be totally attached to each T)1 Joist before additional loads can be placed on the system. �' ?;?� t st•yid ' 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ')' Y yp ..,: 'j JOB#: "lfnecerrary•Increase Aller and backer block height for face mount hangers Maintain 1/8"gap at top oflo/st•see detail W.Filler and backer block lengths should r };r ti•_¢ <th 6.The flanges must remain straight within a tolerance of 1/2"from true alignment. ) .. *.±,t�'r 9- eaomodate required nailing without splitting(72"rminimum for backer blocks and 24"minimum for filler b/ocks). September 12,2014 This sheet is intended as a supplement to the Trus Joist Framer's Pocket Guide, which should be referenced for additional information. SHEET NUMBER: I A- 16 I REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED • - 45 LBS. 120 B SEVERE 3 TMODERATE SLIGHT TO. 11 NONE TO HEAVY MODERATE 4"DIA. MAXIMUM CRIPPLE STUD RATER DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners, hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored z into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER JACK STUDS ZDm 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall be 3 ft. below grade. RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. RIDGE-TO-RATER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing LOCATION USP NUMBER DESCRIPTION APPLICATION 2x6-2x8 LS26 l8ga.SLOPE HANGER APPLY TO EACH RATER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga. STRAP APPLY TO EACH JACK STUD and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers O STAIR RAILING and nuts at 16"o.c. ROOF I L.STA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RATER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD H...i 6).Concrete piers shall be a minimum 6"above grade. E—•1 1-1/2"SPACE v1 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored MINIMUM to girder(s). W [—� 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. Q HANDRAILS 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RATER for any contact with ACQ. Q `? � POT TOP PLATE HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following types O BALUSTERS or provided equivalent graspability. O 0 U RIM/DECK JOIST ° 1).Type I. Handrails with circular cross section shall have an WALL STUD WALL STUD outside diameter of at least 1-1/4 inches and not greater ^ OPEN BALUSTER ATTACHED TO WALL ° than 2 inches. If the handrail is not circular it shall have a I--I perimeter dimension of at least 4 inches and not greater F---1 HANIDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RATER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. , OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH RAFTER/PLATE RT15 TYDOWN ANCHOR 2).Type II. Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LIESS THAN 1-1/4"NOR MORE THAN 2" INCONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION 4"-6"RATER RT10 10-3/4"x 18ga.TYDOWN ANCHOR inches shall provide graspable finger recess area on both EACH RAFTER CONNECT OVER USE MIN. (2) 1/2"DIA.GALV. BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR P g g PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest EACH RATER portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the profile.The required depth shall continue for at least 3/8 inch to a level that is not less than 1-3/4 inches below the 4"MAX. tallest portion of the profile.The minimum width of the Q handrail above the recess shall be 1-1/4 inches to a U 4" DIA.MAXIMUM GIRDER/HEADER maximum of 2-3/4 inches. Edges shall have a minimum � radius of 0.01 inches. O � GIRDER/HEADER [� ° NAILING SCHEDULE ? JOISTPOST/COLUMN ° ° ° W Q ° ° ROOF SHEATHING: x M POST/COLUMNNAIL NAIL H JOINT DESCRIPTIONQn, SPACING NOTES STRUCTURAL PANEL 8d AS PER TABLE 3.8 NO U GIRDER/HEADER WFCM-SBC ^ POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: F+i LOCATION USP NUMBER DESCRIPTION AP, UCATION JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL: 3-8d COMMON EACH DECK/PORCH RAILING LOCATION USP NUMBER DESCRIPTION APPLICATION 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION TOP PLATE 10'WALL:4-8d COMMO RATER TOE NAIL HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMNUSE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS CEILING JOIST 8'WALL: 3-8d COMMO EACH TOE NAIL JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST TO TOP PLATE 10'WALL:4-8d COMMO JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o PARALLEL RATER WFCM-SBC LAP MAIL -+ CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE C-4 W Cf) o OVER PARTITION WFCM-SBC LAP NIHIL ON Cf)COLLAR TIE PER +mss o ® ACH FACE X U TU TO RAFTER AS WFCM B SBC LE 4 END NAIL m o BEARING PLATE GIRDER BLOCKING EACH TOE O x o U 2-8d COMMON TO RAFTER END MAIL ' � �, � W ° . ' RIM BOARD EACH END o 'n p T2-16d COMMON o TO RAFTER END MAIL P4 't ° WOOD JOIST `"• WALL FRAMING: Lo U LEDGER II �o •.• v� ° GIRDERMEADER II • ` % QTY. SPACING N v CONCRETE PIER •'� JOINT DESCRIPTION NAIL NAIL NOTES .� WOOD JOIST TOP PLATE TO PER W WOOD JOIST TOP PLATE 2-16d COMMO FOOT FACE NAIL 1 TOP PLATES AT 4-16d COMMO JOINTS FACE INTERSECTIONS EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 24" FACE 2-16d COMMO CEILING JOIST TO BLDG.CONNECTION (MINIMUM) STUD O.C. NAIL ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE HEADER W LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 1ALONG EDGES NAIL 6d COMMON (� IF ABLE,SET FIR JOISTS APROX.1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END REQUIRED I I PLATE TO STUD 3 -16d COMMOI, PER 2x6 STUD NAIL U FOR STD (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: i FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FOOT FACE NAIL FLASHING TUCKED UNDER I I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. DECK FRAMING: PIECE OF SIDING BELOW THREADED ROD 1/2"DIA. LAG BOLTS W/WASHERS CNW COUPLER NUT JOINT DESCRIPTION NAIL NAIL NOTES / QTY. SPACING JOIST TO: PER TOE CONNECTED TO BLDG. @16"OC POST4-8d COMMO MINIMUM SILL,TOP PLATE OR GIRDER JOIST NAIL WOOD JOIST END DISTANCE BRIDGING 2-8d COMMON EACH TOE x TO JOIST END NAIL �✓ BLOCKING p BLOCKING EACH TOE RAMINJG ••.• - MINIM M j s ° TO JOIST 2 -8d COMMO END NAIL FLOOR F 2x JOISTS o 'o END NCE ° p •; •••••. 12N12NIT' V V " �' SILLS OR TOP LATE 3 -16d COMMO BOK NAIL n.WOOD GIRDER •: ; '.Q'•• CONCRETE FOOTING A A < < LEDGER STRIP EACH FACE °•",, BLOCKING FOR 3 -16d COMMO w ' JOIST HANGER V V " TO BEAM JOIST NAIL„ . :,! ,,, LAG BOLTS •p p JOIST ON LEDGER 3 -8d COMMONPER TPDT k� , , o HOLLOW COLUMN UPLIFTTO BEAM JOIST ���,,• RIM JOIST/BD. SIMPSON STRONG TIE MODEL STRRI/2 �a o BAND JOIST PER DECK POST FTG.CONNECTION 3 -16d COMMO :� SPLICED JOISTS OVER HEADER/GIRDER INSTALL AS PER MANUFACTURE'S RECOMEiNDATIONS TO JOIST JOIST PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND LOCATION USP NUMBER DESCRIPTION APPLICATION ax' DRAWN: MH/MS BAND JOIST TO: PER � �-��.� t;�� � ' SCALE: 1/4"=1'-0" 2-16d COMMO T ATL y << •� USE WITH RTiO TYDOWN ANCHORS 14X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE FOOT JOB#: DECKIPORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH FOOTING .. �yF�`' September 12,2014 SHEET NUMBER: A- 17 I REVISIONS: I i i NAILING SCHEDULE I NYS CODE: 2010 EDITION GEN ERAL 'I'N" OTES WIND FRAMING NOTES PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES BUILDING USE CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framingand shear wall connections for rafter, ceiling or truss to to late shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH g P P TOE-NAIL for generally accepted good building practice and compliance with current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WAALL: 4-8d COMMON JOIST State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA PRESCRIPTIVE AS PER N.Y.S. RESIDENTIAL CONSTRUCTION CODE AND construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC 11 LAP NAIL CURRENT SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES 2). The General Contractor is responsible for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC !LAP NAIL EXT. BALCONIES 60 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMMON EACH TOE ATTICS w/ STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 Z 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under 40 construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION QTY 5PACING NOTES NAIL GAURDRAILS ANY DIRECTION 200 precautions and programs iin connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt EXPOSURE CATAGORY (DESIGNED FOR CAT.C) specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL r� 2 - 16d COMMONLOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE , FOOT SEE NOTE. 1 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE z 4 - 16d COMMON INTERSECTIONS EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE 0 Type 1 exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMONEGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE or exceeds manufacture's specifications and applicable codes. TYP p STUD O.C. NAIL attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION Sym.: C 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON j16" O.C. FACE SMOKE & CO2 DETECTORS ® SEE FLOOR PLANS F, such as bookcases, shelving„ pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL Z in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION O p 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL ENERGY CALCULATIONS RESCHECK 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: BOTTOM PLATE TO: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate FLOOR JOIST, BAND JOIST, 2 - 16d COMMON j PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA FOOT SEE NOTE: 1,2 Q 1). The General Contractor`and Mason to review plans, elevations, details and notes to length adjustment factors in table 3.16. END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD determine intended heights of finished floor(s) above typical grade. ) FLOOR FRAMt)`JG: j SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING MODERATE SLIGHT TO 2.4.4.2 and 2.2.4 respectively. 20 LBS. 120 B SEVERE 3 FT. - 3). Provide 1/2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE SILL, TOP PLATE OR GIRDER. TO HEAVY MODERATE 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4- 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING 'EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST ; END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES ' be installed with #5 re-bar„ 18" long at 12" o.c.. Use approved epoxy for installation. 3.5. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD BLOCKING EACH TOE 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,.3 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: - Q� Q to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: �ACH TOE INTERIOR ZONE 8d COMMON 6" O.C. d COMMON 12" O.C. SEE NOTES: 1 ( BOTH FIELDS) O anchored on to of the beam or slope connectors shall be attached to each rafter-to-ride 3 - 16d COMMON @ @ SILL OR TOP PLATE LOCK NAIL NOTE: 2 FOR PANEL FIELD 6 maximum lifts (layers). p p g O � along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP ACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 d 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMON JOIST NAIL 8x16 cast iron foundation went for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES' JOIST ON LEDGER PER TOE NOTES � 7). Dampproof exterior of foundation with bituminous coating as required by current 3 - 8d COMMON TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END r-4 H the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, � ---0 U BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. ct 0 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. SILL OR TOP PLATE 2 - 16d COMMON OOT SEE NOTE: 1 4.4 t Girders on concrete piers shall be anchored with proper steel connectors anchored 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF S H EATH 11 N • For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind NAIL NAIL 3). Posts supporting girders shall be anchored to a 12„x12„x12 thick concrete footing. JOINT DESCRIPTION TY SPACING Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. Q 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING S H EATH I N G: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES o 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. JOINT DESCRIPTION Ledger to be fastened to building with 1/2 dia. bolts with washers and nuts QTY. SPACINGSEE NOTES: 1, 3 ( BOTH FIELDS) M m v S 4' EDGE ZONE 8d COMMON @ 6" O.0 8d COMMON @ 12" O.C. ON where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD X U 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS o LO Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.C . FIELD INTERIOR ZONE 8d COMMON @ 6 O.0 8d COMMON @ 12 O.C. SEE NOTE: 3 �° o openings. LVL headers to have 3 jack studs and 2 full length studs on each side of 6). Concrete piers shall be a minimum 6" above grade. }� X O openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall WALL SH EATHIING: NOTES 2 Cu 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored ,r, v openings between 4'1 and 6'0 and 2x6 wall openings between 5`11 and 8'9. Provide fire NAIL NAIL 0 a,to girder(s). JOINT DESCRIPTION QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. `� and blocking where applicable. to 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL AS PER TABLE .9 8d COMMON 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC .n U NOTES be used. m anchors where applicable to all connecting joists. � -.- PLUMBING � 7/16" OSB 6d COMMON3" O.C. EDGE N 6). Double up floor joists under walls that run parallel to the floor joist and under bathtub . 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with o w Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Cede. GYPSUM 5d COOLERS WALLBOARD 10" O.0 . FIELD 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick, microlams ( height to match floor joists) around stairwell and/o 2). Verify septic system with the Engineer for Suffolk County Health Department approval. FLOOR SHEATHING: P g• g p other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, ;NAIL NAIL W JOINT DESCRIPTION 8). Dormers running up roof rafters are to be supported by double rafters on either side provide adequate bracing and plates to protect and secure the structure. Verify with the QTY. SPACING 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. H 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. state code and manufacture's recommendation for maximum hole size and spacing permitted. STRUCTURAL PANELS 6" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. U HVAC SYSTEM NOTES 8d COMMON 1 OR LESS 12 O.C. FIELD O 9). Provide blocking/bridging in floor joists at 8'0 O.C.. Use 5019d blocking In floor jO15tS CIO as required by current NYS Residential Code-FIREBLOCKING REQUIRED � under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2 HVAC subcontractor is to full coordinate all system data and requirements with the MENTIONED IN SCHEDULE (NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. )• y y q 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fiireblocked at intervals not exceeding 10 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fiireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6" on-center at the panel edge. If wall sheathing using parallel rows of studs or staggered studs.SOIL COMPACTION: V �� 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontals aces such as occur at soffits, Contractor and owner for final review and approval. is nailed 3 on-center at the panel edge to obtain higher P 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed : members shall be doubled, or alternate connectors, J3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load patrl. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2 thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of � ceilings and over furnace t:o have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. to have regular 1/2" sheetrock. All walls to be taped and finished. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fiireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. l ' 3). Install Smoke detectors and Carbon Monoxide detectors throughout as required by current p 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or N.Y.S. Residential Construction Code., ```I" v approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM � torch down type material over. DRAWN: MH/Ms SCALE: 1/4"=1'-0„ 16). All sill plates and woad in contact with concrete to be pressure treated. Sill plates to JOB#: z , be installed with a foam siCl gasket and cop-r-tex termite shield or approved equal. September 12,20I4 ` s SHEET NUMBER: I I I REVISIONS: I i 11 I 1 I 1 I 1 I I 1 1 1 1 I 1 11 ---------------------- 0 : 0 : : 0 : . O ' : O : : O : : O : : 0 II 1 1 I I 1 1 1 I I I 1 1 1 1 11 ' I ' 1 1 ' 1 1 i , ' I 1 ' 1 1 , 1 i , ' I 1 ' j 1 I , 1 , ' I 1 , ' 1 I , 1 , 1 , ' 1 1 , ' 1 1 , 1 1 1 I , n n •v Q•°• v�. IQ+° •ao. 1 n n D .� •CQ pQ G Q •to 1 \ n n p•d ' ' 11 n 'cot] 04 , v i I _ =-N= 4 ,I ,I v�•Q•d c II II • D 4 ° P p a �, D D 1 1 1 I I 11 I I d � d • � Q v' p. D p d • p d , p O O , 1 i, I I II II p• • d V• d .�•d+ ' II tl , 1 fill ' a mill ------------------ if 1: oil II If I 1 11 ` fill I 1 \ 1 1 I I 01 1 A 1 I I / II II I 1 \ II II 1 I i II II 1 1 , ❑ ' /' I I I I ' 1 tl II , 11 II 'T---------- _ I \ , 1 ---- , ' I I 11 , 1 ; 1 1 I I II II \ 1 L_ 1 o Q o o l , I- + ' 1 ` 1 1 V1 ' O 1 fUFL OIL TANK -----14; ; + 1 •o • p 4 pC •v . p 4 pC av • p 4 pC av o / \ / ., ., . 1 W C) II II � U I v n n 1 \ I II 1 4 n II v 1al , II II 1 WINE CELLAR ' 11 a II p 1 NOTE: • II II ; I PROVIDE NEW UNDERGROUND ELECTRICAL SERVICE ' 1 \ ' "1TX LTJ- 11 II \ 1 II 11 , 1 1 c V VI I I \ 1 I I1 1 1 1 1 1 1 , 1 1 ' NOTE: : :0 : : 0 : : 0 : 1 : 0 INSTALL20kwGENERICPROPANE ' a----i---------------------:----- ---------------------L-----L-----------------------L-----L----------------_---- `-----• a-----• •-----• GENERATOR WITH TRANSFER SWITCH • + \ 0 V G R _____ __ __ D i 0 :: ; V,I o In v - �+ _ - - - --- ----;� 0° � .moo ° x o .�14 e ,u V � m "• � FOUNDATION PLAN 1 ' ^ I 1 I I 1 1 • I I • I ,1 • I 1 I I I f I I ° 1 DA' V• -------- op om SCALE: 1/4" 1' co p e pe O � � v 0 w iV 1 1 1 1 1 1 ° 1 I d p 1 I I 1 • I I v 1 0 1 I 1 I I ' � , , U O1 1 ' N I _I I I GARAGE I U INK � 1 x 1 D p • "a• DRAWN: MH/MS SCALE: 1/4"=1'-0" JOB#: • •v '. p a 17.1 •v ". p a p •� '. p a p •� '. p a p •� � September 12,2014 V4 a a SHEET NUMBER: vt 7-1 I i i --------------------------------------------- REVISIONS: ---------------------------------------------- El El El 0 LANDSCAPE ` PORCH LIGHTING 1 BEDROOM No. 2 R // ; - - ; 0. _ o- 1 1 -� _ � I I 1 \ / ti bob RA U / QUEEN U Fol FoP PORCH 1 a 1 FLOOR OUTLETS TBD ; DINING ROOM i B No. l�;� __�___ LIVING ROOM _ r" R I ------------------- (FIXTURE LAYOUT AT 2ND.fLOOR) I -"PH An / ----- 17 F----------------------I-E- ------------------- I 1 1 ' �R KITCHEN 1 VJ BEDROOM No. 1 I I +\ — 1 /- , 1 / -- ' -------------------- H 1 TV 1 , ct drV i \ 1 \� LAUNDRY ROOM I I - 70' PORCH ------ ' ; •-- 49 I 1 \ A dt R MUD ROOM / \ \1 "/ o L J, L.-J., --� � El , � PORCH � � � � � � N ° E 1 1 1 1 1 1 I c � � O \ , 1 1 1 1 I 1 V j ` 1 1 1 I 1 I O 1� m 1 1 1 1 1 I I I 1 I I ~ ----- I Li . 1 1 I 1 1 �,,) c7 Qy U ----------------------------- . ----- ---- - ---------------- ----------------------------- - W ob ----------------------------• ' I 1 1 ;� U m�z +��+ .� czN v 1 I 1 1 1 1 i-1 n 1ST. FLOOR PLANT SCALE: 1/4" = V ---------------- ----- 0 II II 1 ' u ' VJ I - - - - - - - - - � ;I;; 2 CAR GARAGE U x I ' II II I ' II II I ' II II 1 ' II II 1 1 I ' II II II 11 , � II 11 - 1 p4-. r4,F^k \ � DRAWN: MH MS t ;'w3 "" SCALE: 1/4"=1'-0" JOB#: September 12,2014 ,Gr1i� " SHEET NUMBER: dt dPV -2 REVISIONS: I PORCH ' PORCH Al i BEDROOM No. 4 R \ 71 F-1 F-1 ` 101 I I 1��..A00///JJJ000 / - w U C? w BATH o. 3' R z R ( " � MASTER BEDROOM I� r Q E , QUEENLa E . ------------- R WALK IN CLOSET R CLOS T LOFT l BEDROOM No. 3 ,. --------- ------------ O O Fil z R ` O 1� NJASTER BATH \ R x R 1; ct E U 1 I 0 O 1 I � i - 709 N N I ----------- cn o --------- X ; X O 0 00 � \ 1 1 E 1 1 V t+i + 2ND. FLOOR PLAN `� v � 1 � � E E I � SCALE: 1/4n = 1 -- ------ \ \ BAT ,No. 4 ' � w o �\ .------------- N ----------- EE ------------- \ EE EE x E E E E •------------- UNFINISHED STORAGE E, DRAWN: MH/MS •----------------------------------••------------------- b 5*• 52.�. N. q' •':'� ,::'�""� SCALE: 1/4"=1'-0" JOB#: �;. "' ,. September 12,2014 t ; SHEET NUMBER: 'e r E-3