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HomeMy WebLinkAbout39416-Z SUFFatcc Town of Southold Annex 12/17/2014 4 °may P.O.Box 1179 53 54375 Main Road oy Southold,New York 11971 !Fl�l CERTIFICATE OF OCCUPANCY No: 37331 Date: 12/17/2014 THIS CERTIFIES that the building AS BUILT ADDITION Location of Property: 505 Track Ave, Cutchogue, SCTM#: 473889 Sec/Block/Lot: 137.-1-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/2/2014 pursuant to which Building Permit No. 39416 dated 12/10/2014 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: "as built"conversion of porch to enclosed sunroom on an existing one family dwelling as applied for. The certificate is issued to Benkard,Anne (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 39416 12/17/2014 PLUMBERS CERTIFICATION DATED �e igna re O�guFFot,��o TOWN OF SOUTHOLD �� oy BUILDING DEPARTMENT z 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#: 39416 Date: 12/10/2014 Permission is hereby granted to: Benkard, Anne 343 E 74th St Apt CD New York, NY 10021 To: As built conversion of porch to sunroom as applied for At premises located at: 505 Track Ave, Cutchogue SCTM # 473889 Sec/Block/Lot# 137.-1-20 Pursuant to application dated 12/2/2014 and approved by the Building Inspector. To expire on . 6/10/2016. Fees: AS BUILT - SINGLE FAMILY ADDITION/ALTERATION $534.40 CO -ADDITION TO DWELLING $50.00 Total: $584.40 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. 1,),l k I l``, New Construction: Old or Pre-existing Building: (check one) Location of Property: [' t r���°ti `� C'A.j �0NVV_--P_H No. Street 1 Hamlet Owner or Owners of Property: "j / e e4) J`6 Suffolk County Tax Map No 1000, Section Block 0 1 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ 1 f V. Applicant Signat ho��pF SO(/��ol® Town Hall Annex Telephone(631)765-1802 54375 Main Road N Fax(631)765-9502 P.O.Box-1179 roger.richert(cD-town.southold.ny.us Southold,NY 11971-0959 '*�'C N , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Benkard Address: 505 Track Ave, City: Cutchogue St: NY Zip: 11935 Building Permit* 39416 Section: 137 Block: 1 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: AS BUILT DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 4 CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect H .Switches 2 Twist Lock Exit Fixtures TVSS 11 Other Equipment: convert screen room Into enclosed sun room AS BUILT---ELECTRICAL SURVEY---NO VISUAL DEFECTS--- Notes: .Inspector Signature: Date: Dec 17 2014 81-Cert Electrical Compliance Form.xls December 14, 2014 r r Town Hall Annex Building NEMSCHICK SILVERMAN ARCHITECTS P.C. 54375 Route 25 the business of ARCHITECTURE." P.O. Box 1179 Southold, NY 11971 E C E 0 Is E Re: As-Built Elshaw Residence DEC 15 2014 505 Track Ave Cutchogue, NY 11935 SCTM-1000-137-01-20 BLDG. DEPT. TW PI OF SOUTHOLD To whom it may concern: To the best of our knowledge and professional practice the afore mentioned addition as filed meets all local, state and federal building code standards for residential construction with regards to structural, foundation, insulation and framing. Sincerely, NEMSCHICK SILVERMAN ARCHITECT P.C. ;•��,R� ��� Ray NCM5Ch1Ck, AIA ,•n a r No.0? 4f/ Ray Nemschick, AIA T$1 Principal ! \�N�� 160 MAIN STREET•SUITE 200 • SAYVILLE, NEW YORK 11782 631 563 2130 telephone • 631 563 2139 facsimile • www.ns-arch.com SOpr�o! 0 cOUMY, TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . . [ ] FOUNDATION IST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: % Ay DATE G INSPECTOR. FIELD INSPEG�gN IMPORT DATE Cotyz M FOUNDATION(IST) � . CI ' FOUNDATION(SND) �- rA ROUGH FRAl MqQ& y PLUMBING INSUL•ATION PER N.Y. STATE ENERGY COTE LIz— MAL , f • u o • rn TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX: (631)765-9502 �� Survey www.northfork.net/Southold/ RTCO. Check Septic Form N.Y.S.D.E.C. Trustees Examined 1-14 20� DEC -2 2014 ontact: Approved Q 20 Mail to: Q\dy 11L1� Disapproved a/c BLDG. DEPT. Phone: Ce31 TOWN Of SOUTHOLD Expiration 20 Michael Sir !C U L Building Spector APPLICATION FOR BUILDING PERMIT Date November 28 ,2014 INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. M (Signature of applica o arae,if a corporation) f e j,( llti'�!1 A-e—\ C e�oetuLC. (Ma ling address of applicant) State whether applicant is owner,le ee,agent, chitect,engineer,general contractor,electrician,plumber or builder Name of owner of premises Elshaw/Benkard Residence (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: C-";N " 505 Track Avenue Id�iK=, NY 11935 House Number Street Hamlet County Tax Map No. 1000 Section 137 Block 01 Lot 20 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy R-40 b. Intended use and occupancy R-40 kt 3. Nature of work(check which applicable):New Building Addition ✓ Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost $15,000 Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units 1 Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front 34' Rear 34' Depth 24' Height 22' Number of Stories 2 Dimensions of same structure with alterations or additions: Front 34' Rear 34' Depth 36' Height 22' Number of Stories 2 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot:Front 100.00' Rear 100.41 Depth 193.77' 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated R-40 Residential 12.Does proposed construction violate any zoning law,ordinance or regulation?YES_NO ✓ 13.Will lot be re-graded?YES_NO ✓ Will excess fill be removed from premises?YES_NO ✓ Chris Elshaw 14.Names of Owner of premises Elise Benkard Address Phone No. Name of Architect Ray Nemschick Address 33105 Main Road Phone No 631-734-7007 Name of Contractor Mi L e-CA Si nIC,% Address Cutchogue,NY 11935 Phone No. 391 - LCk-1 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO ✓ *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF ) being duly swom,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. S�grn t4�before y e th4s IR L�1 da of�Q, 20_L$ Notary Public Signature ocoplicant C®NNllw D. BUNCH Notary Public,State of New York No.OI BU61 X35050 Qualified in Suffolk County II Commission Expires April 14,2�10 Sa{/jyO�o i Town Hall Annex f Telephone(631)765-1802 54375 Main Road y ax(631)76585 P.O.Box 1179 G Q roger.rlchertf iown.soutnoltl.ny.us i Southold,NY 11971-0959 D CC E �I BUILDING DEPARTMENT D EC 1 1 2014 TOWN OF SOVTHOLn APPLICATION FOR ELECTRICAL INSPECTIO BLDG. DEPT. TOWN OF SOUTHOLD REQUESTED BY: els Date: j Company Name: Name: License No.: Address: Phone No.: �= I JOBSITE INFORMATION: (*Indicates required information) *Name: S��v� c �Vl f°��•/`� *Address: o Q *Cross Street: . ` ��o'k-er *Phone No.. 1 _ 1-4 L. d 3 Permit No.: 0 q y k Tax-Map District: 1000 Section: L3T-). Block:_l Lot: as *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) Is job ready for inspection: YES/ NO. Rough In _ *Do-you need a Temp Certificate: YES/ NO Temp Information(if needed) Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead 5 Additional Information: PAYMENT DUE WITH APPLICATION pd R Vi s - . . - 1 82=Request forEnspect;on Form f vp Scott A. Russell ��FF�`�� S (0�)CZI��I WAXIE]E� �C' SUPERVISORtj�`�� I\VJ[.AN A\(Gl]EM MEN`] o [' SOUTHOLD TOWN HALL-P.O_Box 1179 t'" 53095 Main Road-SOUTHOLD,NEW YOI2IC 11971 r; '", a, Town of Southold 70 CHAPTER 236 - ST®RIVIWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS FROJECr INV®I_.VE ANY OF THE >F®I.I.,'OWRNG: f *C .: (CHECK ALL THAT APPLY) INO [1A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [ (j] B. Excavation or filling involving more than 200 cubic yards of material j within any parcel or any contiguous area. ! ...E U—C--S, to pxopar -O-D_Q .. 1 _ vl �vcl1 e ceesl 1 feet vet-tic al ri e�t 100 feet of horizontal distance. Elp D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E. Site preparation within the one-hundred--year floodplain as depicted on FIRM Map of any watercourse. El F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement. of. impervious surfaces, If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, —���--Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S_C_T.M. 1000 Date. APPL)CANT; (Property Owner,Design Professional,Agent,Contractor,Other) DiStdct Gt 20 &L—Zizo� NAME: --- - section Block Lot FOR 31 tfiLDHNI: DE_i'ARI NIEE:N] 1�'l ONLY :..:..t Contact Information: retcR°+xr Numrzas J-d Previewed By: ErOf)ert Address 1 Location of Construction Worker _ ....... ..__. _. _. Appr>ved for processing Boiiding Per;nit. (�5 GL --. Stora:water ljanagcyrrten! Control Plan}Vot P.egnired. _..._ .__ _ - _ C tD 1,j1 Storrnwater Managem rat Cot;trol Plnn is Re.quireci.. ,..._._. ._......... ....... ;. r�;ward tr,f tt2ttieer rtg Ccpr. ; :7er:t ;o:Review.; SURVEY OF LOTS 69 ,& 70 MAP OF PROPERTY OF M.' S. HAND '`� �ryeH So3lo, SECTION PWO CILE No. 1280 FILED MAY 12, 1939 SITUATED AT CUTCHOGUE V' ; �' • '�• TOWN OF SOUTHOLD s00, °" ',0, SUFFOLK COUNTY, NEW YORK �J q, `\ �,� " ��, ;� . S.C, TAX filo. 1000-1 37-01•-20 SCALE 1"=30' yU DECEMBER 22, 1998 d" •+ / ` /S4 \d 3 ry is a {6 ? \ 012 IryFIDELITY NATIONAL TITLE INSURANCE COMPANY OF NEW \. o ?•\.'�. qq,,' �' r ' NORTH FORK BANK KENNETH COULTER LAURI COULTER WAX. Diva + �• V �.://• �V. Sf•j� .`'�`'i:. ¢F4 _(1� lk6WRbR=KTMU.N PI 01 AGA71 M TM SW-EY El AACM04(IF mucalo 7 lAx TH£ fO7+(:1 �" • r, �o'q- w� '' , 9 •k5• CKSE:as TSI^,.SURTI-E TAM ls uk.0 Itm!S a Dayxm ♦. d. TV!R:A NXZ TRM COPY. y� AREA = 19,345.56 sq, it. O.44Qbb ��):Arr c oa cAJEa �;a . � 00. mar • �� ti i:;iG WYSY.•i',CGV6a.L41,7AL A7u` •�j+ `� 00 b� nnoH,cUVsrAtrori5+tt xar xw �jy',��' '1' 27tE G.:;tENCE OF tO1tTS OF I Asa. ANY, NUT SWON AAE Wn GAA oza! Fcfc�au in IRE NCO SlAn BY Loa Joseph A. Ingeg `ANID) y mend Surveya A. �•��' `�. ,��" fix -- — • `� o rue S ,. vie P&afs - Carin @ PHONE (516)727-2090 Fox (516' QTY. QUANTITY GENERAL NOTES SYMBOL DE56RIPTION 5YMBOL DB5GR/PTION A.B. ANCHOR BOLT RAP. RAD05 A.C.I. AMERICAN R.D. ROOF DRAIN L ALL `YORK 15 TO CONFORM TO THE RULE5 AND REGULATIONS OF THE l7. ALL 5UBCONTRA6T0R5 5HALL PROVIDE ALL EQUIPMENT TOOL5, FENGE5, q ALL ME5H 5HALL BE 5PLI6E9 50 THAT THE OVERLAP BETWEEN OUTERMOST 4. BEAM CONNECTIONS SHALL BE DE51GNED TO W/7H5TAN9 ONE-HALF THE CONCRETE REGPT. RECEPTACLE INSTITUTE �/NF REINFORCING LOCAL BUILDING DEPARTMENT AND THE N.Y.S. RE5/9ENTIAL GONSTRUGTION TRANSPORTATION, SAFEGUARDS,ETC.,AS REQUIRED FOR THE PROPER GR055 WIRES OF EACH SHS?lS NOT LESS THAN THE SPACING OF THE MAX/MUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND A.D.A. AMER/GAN5 WITH CODE. NO NOTE OR DETAIL OR LACK THEREOF 5HALL BE CONSIDERED EXECUTION OF THEIR WORK GROSS W/RES PLUS TWO INCHES, UNLESS OTHERIV/5E SHOWN ON THE SPAN CONDITIONS 5HOWN OR TIE LOAD INDICATED ON DRANINGS, 9/5AB/LITIE5 ACT DN. DOWN A5 RELIEVING THE CONTRACTOR FROM EXECUTION OF ALL WORK/N DRAWING. WHICHEVER/5 GREATER. 5B6TION TAG- 5EE ELE/ATIoN TAG- ADH ADHESIVE DR. DOOR I6. ANYDEVIATION5 FROM THEARGHITEGT5 DRAWINGS MUST BE5UBMITTED x DING. A5 NOTED XO DTL. DETAIL ACCORDANCE W/TN ALL STATE AND/OR LOCAL GORES. TO THE ARCHITECT/N WRIT/NG FOR APPROVAL. x-X 5EE DWG. A5 NOTED A.FF. ABOVE DWG DRAWING l0. ALL FOWATION5 5HALL BE CAST ON UNDI5TURBED OR CONTROLLED 5 WELDING SHALL BE IN ACCORDANCE WITH AWS 5PE61FICATION5 USING F/N15HE9 FLOOR DWL5. DOWEL5 2 ALL ELE5TR16AL WORK TO BE FIRE UNDERWRI7ER5 INSPECTED AND 6OMPAC,h59 50IL HAVING A MIN/MUM BEAR/NG CAPAC17Y OF 7�() TON5 E70 XX ELEGTRODE5. ALT. AL7�/�} 19. EACH CONTRACTOR AND 5UBCON7RACTOR SHALL BE RE5PON5/BLE FOR EA. EACH APPROVED. SUBMIT GERTIF/GATE TO OWNER UPON REGE/PT. PER SQUARE FOOT UNLE55 OTHERWISE NOTED(5IB.EGT TO FIELD AL/ALUM. ALUMINUM MAINTAINING SAFETY ON THE JOB 51 TE DURING THE CONSTRUCTION 6. ALL BOL T5 SHALL BE A5 TM A 325N AND SHALL BE IN5TALL.ED TO A 5M65 _- - ANOD. ANODIZID E.l.FS. EXTERIOR PHA5E TO COMPLYW/TN THE RE5ULATION5 AND REQUIREMENTS OF THE /NSPEGT/ON AND VERIFICATION BY GONTRAGTOf� /N5ULAT/ON 3. ELECTRICAL CONTRACTOR TO VER/FYELECTR/GAL SERV/CE AND PARCEL CONDITION A5 DEFINED/N A156 SPECIFICATIONS. A.N.5.L AMERICAN FIN15H SYSTEM OGGUPATIONAL SAFETY AND HEALTHADM/NI57RATlON. THIS SHALL PlNlSH TAG- SEE FIN15H NATIONAL FOR ADEQUACY IN PROVIDING NEW ELECTRICAL INSTALLATIONS AS INCLUDE t3l/T ARE NOT L/MITER TO: PROVIDING ALL NECESSARY Il. MAX/MUM STEP OF FOOT/NGS SHALL BE ONE VERTICALLY TO 7yKo x TAG- 5EE DWG. STANDARDS ELEC./ ELECTRIC%AL SHOWN ON THE PLANS. UPGRADE, 5ERVIGE, METER AND PANEL A5 MAY HOR/ZONTALLYWHERE ELEVATICN5 CHANGE. 7 ALL hEL-DER5 5HALL BE CURRENTLY CERTIFIED. THE FOLLOWING X-X LEGEND $ GEIL INC PIN. 5T AA A ELECT. BE S/� TEMPORARY 5UPPORT5 AND BRACING A5 MAY BE REQUIRED PRIOR TO CERTIFICATIONS ARE ACCEPTABLE NEW YORK STATE, NEW YORK CITY x-X A5 NOTED ELEV/EL. ELEVATION THE THE INSTALLATION OF NEW 5TRUG7URAL ELEMENTS A5 HELL A5 17EPT of BUll17/NGS, OR TESTING L,4BORATORY CERT/FIGATION TO THE AW5 LEGEND APPROX. APPROXIMATE 12 ALL RETAINING WALL5 5HALL BE ADEQUATELY BRACED DURING DE ENG. ENGI,NEER/ED ADEQUATE AND PROPER BARR/LADES, RAIL/NGS, LIGHTING, STA/R5,ETC. ARCH. ARCHITECT/ 4. ALL PLUMBING WORK TO BE IN 5TR/GT ACCORDANCE WITH N.Y.S. GODS CONSTRUCT/ON TO MAINTAIN SAFETY AND STABILITY. BACKFILLING SHALL EQ. EQUAL REQUIRED TO FRO 7ECT THE WORKMAN OWNER5 PERSONNEL AND -�L AND ALL APPLICABLE LOCAL REGULATIONS. NOT BE PERMITTED UNTIL CONCRETE HA5 ACHIEVED q0�OF THE 5PE61FIE9 � - AVG. A1/ERAGE EQUIP. EQUIPMENT OTHERS FROM lN�'IRY DUE TO GONSTRUGTION WORK. PROV/DE FREE l /NG PLUMB/NG AND SAFE PA55AGE FOR PER50N5 TO AND FROM AREA5 AND DE516N 5TRENGTH. B.O. BOTTOM OF ETC. ETCETERA 5 GONTRAGTOR TO EFFECT AND MAINTAIN INSURANCE, I.E. CONTRACTORS ELEVA TION X_x A66E55ORIE5 TAG- B12 'BOARD EX15T. EXISTING LIABILITY,WORKMAN5 COMPENSATION, COMPLETED OPERATION5,ETC. FA6ILITIE5 WHICH ARE TO REMAIN. l3. ALL CONCRETE 5HALL ATTAIN A MIN/MUM 5TRENG774 OF 3,000 P51 a 28 L AL 57EEL AFTER FABRICATION SHALL BE THORC�'rAyLY GLEANED OF RUST, BLDG. BUILDING DIRT,L005E MILL SCALE,AND OTHER FOREIGN MATTER AFTER GLEANING, BENCHMARK SEE AGGE550R/E5 �'• �'�ID ADEQUATE FOR THE PC/RP05E5 OF THIS PROJECT AND FURNISH PROOF OF DAYS. FOUNDATION, SLABS ON GRADE AND CONCRETE EXPOSED TO B.F.P. BACK FLOW EXT: EXTERIOR SAME TO THE OWNER PRIOR TO COMMENCING W/TH NORK. 20• FIGURED DIMENSIONS SHALL GOVERN SMALL SGAL DRAWINGS WHERE kEATHER SHALL BE AIR ENTRAINED 5TEEL 5URFAGE5 5HALL BE SHOP-PRItiv W17H ONE COAT OF METAL I LEGEND PREVENTOR F.U. FLOOR DRAIN DIMENSIONS ARE E57ABL15HED BY 60NDITION5. IF EXISTING,EACH PRIMED AND ONE GOAT COLOR TO BE 5EL.EC7ED BY OVER. PAINT COAT5 - - BLK. BLACK FRN. FOUNDATION CONTRACTOR 5HALL MEA5URE EX/5T/NG CONDITIONS PRIOR TO ORDERING l4. ALL CONCRETE REINFORCING 57EEL 5HALL BE IN ACCORDANCE WITH ASTM �� BE FULL PEUIN6,APPLIED THOROUGHLY AND EVENL,'TO THE 6. EACH SUBGONTR4GTOR SHALL SUBMIT A COPY OF Nl5 INSURANCE R06 OR 5A c75. i BLKG. BLOCKING FIN. FIN15H MATER/ALS AND GOMMENG/NG Wl7Tl WORK. a�/RFAGES,AND F�FROM SPRAY DUST EXTERIOR PIN/5H TA&-- BRC. BEARING FIXT FIXTURE COVERAGE(WORKMAN5 GOMPEN5ATION,LIABILITY,DISABILITY) TO A-615 GRADE 60 DEFORMED BAR5. BTM. B07TOM FLR. FLOOR THE OWNER PRIOR TO COMMENCING WORK. EACH SU9C0NTRAGTOR 5HALL Roots ROOM NUMBER 21. GENERAL CONTRACTOR AND H/5 SUB5 ARE RESPONSIBLE FOR ALL LAY- l5 WELDED WIRE ME5H 5HALL BE/N ACCORDANCE WITH A5TM A-185 2. PRIMER 5HALL BE RUST-O-LEUM 106q RUST-INHIBITING PRIMER OR XXX TAG SEP EXT. MATERIAL ETN BETWEEN ERZ FREEZER 5'JBM/T LIEN RELEASES PRIOR TO REQUESTING FINAL PAYMENT. �{O�, INCLUDING 5PEGIFIED LAY-OUT DRAW/NG5 A5 REQUIRED. APPROVED EQUIVALENT SECOND GOAT SHALL BE RL/ST-O-LEI/M 1060, OR LEGEND/5I TP GAB. GAB/NET FT. FEEMFOOT GENERAL CONTRACTOR 5HALL COORDINATE RESPECTIVE 5000NTRAGTOR5 /6. ALL 57R(.LTURAL MEMBERS 5HALL BE POURED FOR THEIR FULL DEPTHS IN APPROVED EQUIVALENT. FTG. FOOTING 7. CONTRACTOR SHALL AT ALL TIMES PROCEED W/7H WORK AS TO MINIMIZE G.G.F. COMPACTED GA. GAGE/GUAGE 50 A5 NOT TO GAU5E UNDUE HAR05H/P,DELAY AND INTERFERENCE WITH ONE OPERATION. CONSTRUCTION JOINTS SIGH A5 A DA 15 POUR JOINTS - _ - GRANULAR FILL ! THE OWNER5 INCONVENIENCE,AND 5HALL DO 50 IN A WORKMAN-LIKE CONDUCT OR WORK 3. AFTER ERECT/ON, TOUGH UP ALL FIELD CONNECTIONS AND ABRADED GAL. GALLON SHALL BE LOCATED IN THE MIDDLE OF THE 5PAN, MAIN REINFORCING TO G.J. GQNTROL JOINT MANNER. SURFACES WITH 5AME TYPE OF MATERIAL USED FOR SHOP COATING. 6ALV. GALVAN/ZED RUN 7TIROL�H THE JOINT, KEY AND RG'THEN JO/NTS TD EXPOSE DOOR TAG- PROP05ED AALL5 CL . GEL NTER LINE G.G. GENERAL 22. CONTRACTOR TO REMOVE ALL DEER/5 CREATED BY THI5 WORK FROM THE -AGGREGA7E'FOR CHEMICAL BOND. WOOD SCHEDULE REFER To FLOOR CONTRACTOR 6 ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, 5/TE'AND D15P95E OF/N A LEGAL MANNER ON A WEEKLY BA515 OR GLO5. CL05ET GD. GRADE FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PRO755TFD FROM X DOOR 5GHD. PLAN5 FOR 5/ZE I GLR CLEAR GL. 55LA55 DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE 50ONER IF COND/TION5 WARRANT. l7. NO HORIZONTAL JOINTS SHALL BE PLACED IN WALL5 EXCEPT AS SHOWN ON COL. COLUMN GYP. GYPSUM 1 THE DRAWINGS,WITHOUT THE APPROVAL OF 7HE ENGINEER. I. ALL LUMBER 5HALL BE DOUGLA5 FIR LARCH NO.2, FB = 975 P51,FV= 95 TAKEN WITH 5AME GONG. CONCRETE H.6. HANDICAP 23. AT THE COMPLETION OF WORK, THE SITE 1S TO BE GL EARID OF ALL PSI,E= l dOg000 P51, MAXIMUM M0157URE CONTENT t Mg. GOND. CONDUIT ACCE55/BLE DEBRIS AND EXCESS MATER/AL5. THE FAC/Ll7Y l5 TO BE LEFT BROOM /6. MAXIMUM LENGTH5 OF FOUNDATION WALL. POUR IN ONE OPERATION SHALL PROP05ED DOOR I H.G. HOLLOW GORE q FR07ECT AND MAINTAIN EX/5TING UTILITY L/NE5 WHICH ARE TO 2 ALL 57VD LUMBER 5HALL BE DOU(GLA5 FIR LARCH 57UP GRADE FB = 675 CONN CONNECTION GLfANE77 AND WORK/5 TO BE COMPLETED TO THE TOTAL SATlSFAGTION BE NO MORE THAN TWO CONSECUTIVE COLUMN DIM. OR 60 FEET: W/NDOW TAO- CONST. CON5TRCTION H.D. H/GH DENSl7�' REMAIN/N 5ERVIGE/N 5UGH A MANNER A5 TO AVOID INTERRUPTION OF REFER r0 FLOOR HDR. HEADER ,� of THE OWNER PRIOR TO RELEASE of FINAL PAYMENT. PSI, FV= q5 PSI,E= 1,400,000 Ps/,MAX/MUM - M0/5 TURF CONTENT t/q% O 56HEDULE ( CONT. CONTINUOUS IIDW. HARDWARE THE5E LINES. UNLESS On ERN/5E N07FD,ALL EXl5TII UTILITIE5 5HALL BE /q cOLJGRETE CONTRACTOR TO BE RESPONS/BLE FOR SETTING ALL ANCHOR PLANS AND SGHED. CONTR. CONTRACTOR 3. ALL WOOD CONSTRUCTION 5HALL COMPLYWITH THE NATIONAL DESIGN DOOR SGHD. G.T. CERAMIC TILE HDWD. HARDWOOD ALTERED, GAPPED, OR RELOCATED INA MANNER APPROVED BY THE 24. THE ARCHITECT HAS NOT BEEN RETAINED FOR ADM/NISTRAT/ON OF 7HE BOLTS AND LEVELING PLA7F5. FOR S/ZE H.M. NOD G.S.I. GONSTRGCTION WWW MET GOVERNMENTAL AUTHORITIE5 AND UTILITY COMPANIES HAV/NG_M15DlGTION CONSTRUCTION OF THIS PROJECT. SPECIFICATION FOR WOOD CON57RUGTION,LATEST EDITION. _ - 5PE61F/CATION HT �GHT GT 5) 50 A5 TO 6UARAN7EE A COMPLETE INSTALLATION. 20. PROVIDE CONTINUOUS 2x6 TREATED 5/LL PLATE OVER TERM/7E 5HIELD IN5TlW7E H.VA.6. HEATING, I 25. CON TRA CTOR5 SHALL WOPERA7E WITH ALL OTHER TRADE5 AND WHERE TIED INTO FODUNDATION WALL5 WITH 5/6"ANCHOR BOLTS 3'-O"o.c. (/'-O" 4. ALL HOOD EXP95ED TO WEATHER 5HALL BE GGA TREATED IN PROP05ED GU. CUBIC VENTILATION,AIR IL CONTRACTOR SHALL PROTECT, PATCH AND REPAIR ALL EXISTING WORK REQUIRED INSTALL ALL BUILT--IN WORK, 5LEEVE5, l615ERT5,ETC.,A5 MAX. FROM ALL CORNERS)W/TH/O"min EMBEDMENT: PROVIDE 5/LL ACC4RDAN5E WITH AFPA 5TAN9ARD5. CONDITIONING ADJACENT TO H/5 WORK, OR DAMAGID A5 A RE5UL T OF HI5 WORK. REQUIRED FOR A COMPLETE JOB. QX REV15/ON TAG O FIXTURE5 FOR DBL. DOUBLE LG. 150LATED GROUND 5EALER AND GROUT'5ILL PLATE TO WALL. DEG. DEGREES WHERE EXISTING MATER/ALS ARE TO BE MATCHED, GARS l5 TO BE 5 ALL WOOD CONNECTORS 5HALL BE BY "5/MP50N; "TECO; OR FUTI/RE DIA. DIAMETER INCHES TAKEN IN BLENDING GOLOR5 AND REPLICATING ADJACENT FORM5 AND 26. 5EE N.Y.5. BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD " APPROVED EQUAL. DIM. DIMENSION /NGL. INCLUDE/ED Zl. FLOOR SLABS ON GRADE TO BE 4 POURED CONCRETE W/TH 6x6/1.4X1.4 GA. INFO. INFORMATION CONTOUR5. FRAME NAILING SGHIDULF W/RE REINFORCING AND 57EEL TROWEL. FIN15H. PROVIDE l/2" - -- INT. INSULATION 1N57L. IN5TALL.ATION/ 6. MEMBER5 DE5/GNATE9 A5 "GANG LAM"OR "LAM/NATER VENEER LUMBER"OR ' INT. INTER/OR PREMG�ILDED EXPANSION JOINTING AT FLOUR SLAB AND FOUNDATION COMBO CARBON MONOXIDE I$ J-BOX JJNCTION BOX INSTALLED 12. BEFORE SUBM/7T/NG ANY PROPOSAL, IT SHALL BE THE RE5PON5131LITY CONCRETE WALL. PROV/DE 2"(R-lO min)R/G/D/N5�JLATION 2'-O"EACH WAY (FOR 't VL"5H� BE MANUFACTURED IN ACCORDANCE W/TH 5PEGIFIGATION5 BY SMOKE DETEGTOIR J5T. JOl5T REQD REQUIRED OF THE CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL EXISTING LOU/51ANA PACIFIC CORP. NO 5U95T1n17E5 5HALL BE PERMITTED WITHOUT SMOKE DETEG TOR SHALL BE ,//- JOINT RM ROOM L ALL CONCRETE WORK 5HALL CONFORM W/TH THE RE5UIREMENT5 OF THE HL.,ATED SPACES) O HARDWIRED r0 CENTRAL O 5HALL BE HARDWIRED CONDITIONS, MATERIAL5 TO BE MATCHED,WORKING SPACE AVAILABLE, THE ENGINEERS APPROVAL. DE5/6N 5TRE55E5 ARE A5 FOLLOh(5: FB = R.O. RG'G(GH OPEN/NG AMER/GAN CONCRETE IN5=ff A.G.I. 510 LA7E5T EDITION. 2,950P5/,FV=290P51,E=2pOO.000P51 TO CENTRAL 5),STEM IN SUPPLIER R.T.U. ROOF TOP UNIT SAFETY PRECAUTIONS,ETC. REQUIRED FGR THE SAFE AND EXPEDITIOUS 5),`5 TEM wlrH BATTERI' LANE, �` �'LAMINATE 22. ALL SLABS ON GRADE SHALL HAVE THICKENINGS,DEPRE55/0N5, . SAN. SANITARY EXECUTION OF 7H13 CONTRACT. FAILURE TO DO 50 WILL NOT BE OPENINGS ETC.,A5 REQUIRED OR A5 5HOWN HEREIN OR ON BACKUP WITH BAT7ERY BACKUP LAV. LAVATORY 2. CONCRETE CONTRACTOR TO 5ET AND PLACE FORMS WITH 5TR/CT 7. THE ARCHITECT SHALL PROVIDE GALGULATIONS TO THE CONTRACTOR FOR S.G. 50LID GORE GA05E FOR EXTRA COSTS TO THE OWNER OR OWNER5 REPRESENTATIVES. LBS. POUNDS ATTENT/ON AND GARS TO ALL DATUM FLOOR AND GRA17E ELEVATIONS. ARCHITECTURAL DRAW/NGS. L.F '` LINEAL FOOT 56H9. 5CHEPULE CONTACT THE ARCHITECT IMMEDIATELY/F FIELD CONDITIONS ARE VERIFICATION OF LOAD5 AND BEAM 5/ZE5 WITH MFR. PRIOR TO ORDERING LIST IwI �L.P. LOW POINT SECT. SECTION FOUND TO BE OTHER THAN TH05E SHOWN HEREON PRIOR TO PROCEEDING 23. PROVIDE POCKETS IN WALL FOR COLUMNS BEAMS AND SLABS. AND MAMIFA6711RE: NOTIFY ARCHITECT OF ANY Dl5CREPANCIE5, IN WRITING, I S T O= �RA �I N G S MA7L. MATER/AL 5F 56UARE FEET WITH WORK AFFEc7EP BY SAME. 3. cOPE FICATIFROT5TION FOR REINFORCEMENT SHALL CONFORM TO LATEST MINIMUM BEARING ON WALLS OR BEAMS: "FOR SLABS, 6"FOR BEAM5, SHOULD THERE BE A PROBLEM i. 5HT Sym A.C.I..l. SPEGIFIGATION. MAX MAXIMUM U.O.N. MECH. MECHANICAL 5/M. 5/HILAR 6. THE CON7RAGTOR 5HALL BE RE5PON5IBLE FOR COORDINATING ALL 13. CONTRACTOR SHALL VERIFY ALL D/MEN51ON5 PRIOR TO 4. ALL TEMPERATURE REINFORCING SHALL BE 5Wf16IEN7LY`EMBEDDED TO a MFG. . ;•MANUFAGTL'RER 5M. SMALL 24. TOP ELEVATION OF 5LAB5 5HALL VARY ACCORD/NG TO FIN15H FLOOR REQUIRED IN5PEGTlON5 OF THE RO"AND FINAL FRAMING NOTF51 _ -�'' MIN. MIN/MUM SPECS. 5PE61F/CATIONS FABRICATION. DEVELOP FULL STRENGTH IN ALL CONCRETE WALLS AND SLABS. LBOBNvBB>eBYI�rloNs MATERIAL. SEE ARGHI7EG7UR4L DRAWINGS. - MlSG. MISGELLANEG9l5 SQI/ARE q REFER TO DRAWING GS-2 FOR DESIGN LOADS. 65-2 - GOvE GOMPL A NGE NOTES $ DETAILS - W. " " MILLIMETER 5G? FT. SQUARE FEET 14. D15CREPAN6IE5,ERRORS, OM/551ON5,ETC., IN ANY PORTION OF INE 5. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED/N 5LA65,BEAMS, � „ M.R. MOISTURE DRAW/NG5 WHICH ARE AT VARIANCE WITH THE LAW ORDINANCES 9 LES 25. IN ANY APPROVED CON57RZT/0N J91K, PROVIDE 2X 4 KEY M/N. AND 24 S.S. 5 S STAINLESS 57EF1 PIERS AND S RE/NFORG TO BE T I / HALL5, ED HELD A CORRECT D STANCE FROM " D-I - TVP/GAL PETAIL5 RE515TANT 5T9 5TANDARD OR REGULATIONS,BEARING ON THE CONDUCT OF THE WORK 5HA14 BE FORMS AND EARTH BY 5TEEL CHAIR5 OR TIES. BAR DIAMETER LAP(16 MIN)OP REINFORCING,EXCEPT FGR SLABS ON MID. MOUNTED GRAS M PPI - PLOT PLAN R. METAL 57X.. 57EEL REPORTED PROMPTLY TO THE ARCHITECT. � N.I.G. NOT/N CONTRACT 57RI/GT. 5TR!/GTURE/-AL 6. FOLLOW G.R.5.1. RULES FOR PLACING ALL RE/NFORG/NG STEEL AND 26. SLAB ON GRADE SHALL BE POUR . TUCT/ON OR CONTROL l0. ALL CONGEALED SPAGE5 /N HOOD FRAMING SHALL BE F/RESTOPPED WITH ' -1 - PROP05ED INTERIOR 14L TERA TION5 NOM. NOMINAL 5UPPL. SUPPLY/-IED /5 IF CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFER ACGE550RIE5. ED/N 57R/P5CONSR " NOAUM. NUMBER 5U5P. 5U5PENDID FROM WHAT 15 5HOWN ON DRAWINGS, THE ENGINEER 5HALL BE JOINT5 5HALL HAVE A MAXIMUM SPACING OF 301-0"IN EITHER DIRECT/ON. WOOD BLOCKING ACCURATELY FITTED TO FILL THE OPENING AND ARRANGED N.S.F. NATIONAL T/ TOP OF MAXINVM AREA OF POUR 5HALL B5,2700 5Q FT. TO PREVENT DRAFT5 FROM MOVING FROM ONE SPACE TO ANOTHER SANITATION TB. 7TfROUGH BOLT NOTIFIED IMMEDIATELY AND WORK SHALL NOT PROGRESS UNTIL 7. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH FOUNDATION T$B TOP $ BOTTOM ALL PROBLEM5 ARE RE50LVE9 TO THE 5AT15FACTION OF THE COMPRESSION TEST RE5UL75 TO ENGINEER FOR REV/EW PRIOR TO N.T.S. NOT TO SCALE T$G TONGUE $ GROOVE ENGINEER. STARTING FOUNDATION CON57RU6TION. 27. ALL WALL Al9 PIER FOOTIN65 5HALL BE MINIMUM 12" THICK AND PRO.EGT A PROVIDEBRIDG/NG 6'-O"o.c. MAX(50LID OR CRO55 BRIDGING). O.A. OVER ALL TEW.. TEMPERED 6"MIN/MUM BEYOND ALL FACES OF AGALL5 AND PIERS UNLESS OTHERWISE O.G. ON CENTER 7YP. TYPICAL /6. ALL 5056ONTRAGTOR5 5HALL BE RESPONSIBLE FOR FILING AND 6. REPRESENTATIVE TEST CYLINDERS SHALL BE TAKEN FROM THE CONCRETE NOTED. F 12. NOTCHES OR HOLE5 FOR PIPING ETC. IN STRUCTURAL FRAMING MEMBERS OPNG. OPEN/NG O.L. UNOERWRI TERSSHALL NOT BE PERM/7TED. OPT. OPTIONAL L_ABORATORlE5 OBTAINING APPROVALS FOR THEIR WORK WHICH MAYBE REQUIRED. PLACED EACH DAY/N ACCORDANCE WITH CONCRETE SPEGIFIGATIONS.TESTING SHALL BE PERFORMED AT 7 AND 26 DAY5. 26. GROUT USED SHALL BE NON-FERROUS NON-SHRINK GROUT BY/N-PAKT AND - OPP OFF0517E UV ULTRAVIOLET 5HALL ATTAIN A 5TREN57TH OF 4,000 P51 IN 7 DAYS. 13. DOUBLE JOISTS UNDER ALL PARTITIONS RUNNING PARALLEL WITH THE J015 T5. PL. PLA7E V. VOL T/VOL TACE PL M9 PLUMBING VB. VAPOR BARRIER 2q ALL SLAB 7EMPERA7URE RE/NFORGEMENT TO BE F/BERME5H CONCRETE 14. ALL FLOOR AND 5KYL157HT OPEN/N555 ARE TO BE FRAMED WITH DOUBLE PLYWD. PLYWOOD Y.P. VENT PIPE REINFORCEMENT A5 MANUFAC7MRE9 BY FIBERME5H CO. OR APPROVED HEADERS AND TRIMMERS, FULLY JOINED W/TH 5T EEL. BR/D6E5 OR 11TE60511 ENL. PANEL VERT. VERTICAL EQUAL. MIXING AND PLACEMENT 5HALL BE/N ACCORDANCE To PR. PAIR H/wo hl"ITHOUT MANUFAGTURER5 5PE6IFIGATION5. 15 TO aIM/NATE THE HAZARD OF MOISTURE coNDEN5ATlON IN GOLD IEA71Eg PREP. PREPARATION/ WD WOOD AND TO PERMIT THE ESCAPE OF HEAT IN HOT WEATHER. VENTILATION OF j 1 PREPARED NDN. WINPON STEEL ATTIC,AND CRAWL 5PAGE5 /5 REQUIRED. BLOCKING AND BRIDGING 5HOULD P.S.F POUNDS PER W H HATER HEA. BE ARRANGED 50 A5 NOT TO INTERFERE WITH THE MOVEMENT OF AIR SQUARE FOOT • P.5.1. POUNDS PER Hp. DATER PROOF I. ALL 5TEEL FABRICATION AND ERECTION SHALL CONFORM TO Al-15C - SQUARE INCH W1: WEIGHT 5PE606ATION5 FOR 5TRU6TURAL 57EEL,LATEST E9/TION 16. ALL CATHEDRAL CEILINGS 5HALL HAVE CONTINUOUS VENTILATION FROM P7 PART/POINT H.H.F. WELDED WIRE EAVE5 TO RIDGE. 512E INSULATION ACCORDINGLY. PROVIDE 3/4"d/a. VENT FABRIC 2 ALL 57RX TURAL STEEL 5HALL BE ASTM A-36,EXCEPT 5TRU67VRAL TUBE HOLES A5 NEEDED TT O SKYLIGHT FRAMING TO MAINTAIN CONTINLC'U5 Pl/MT PAVEMENT WHICH 5HALL BE A5TM A500 GRADE B.AND STR% �,Ppl lc ,BALL, VENTILATION. BE A57M A501. �'F U L I��U I t EJ 17. DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA UNLE55 OTHERN15E NOTED. 3. ALL STRUCTURAL 5TEEL. 05E9 A5 EXTERIOR Vi7ALZELEAITFL55HAL T0-5? _--- - GALVANIZED I6. 771E GON7RAGTGR 5HALL INCORPORATE'ALL REQUIRED 57'RAPS,ANGLES, NRGY GONSRV�TION NOT E' - - - E �3 : BY TIES, 51lPPORTS,ETC. AS MAYBE REQU/RED FOR PROTECTION OF STRUCTURE t� _ ,I FY BUILDING D EPARTIMIENT AT FROM FCRCE5 OF NATURE. 7H15 INCLUDES: ROOF TO ROOF;ROOF TO kjALL5, >5-1802 8 ANI TO 4 PM FOR THE HALLS TO HAL.L5 ANDWALL5 TO FG'UNDATION. THE5E FA5TENER5/T1E5 THEDUT/E5 OF THEARGNITEGTAND H/S EMPLOYEES OR AGENTS SHALL f OLLOWING INSPECTIONS: SHALL BE AS N1FRD BYSINIP50NOR APPROVED EQUAL. I. ALL WORK ON THIS PROJECT SHALL CONFORM TO THE NEW YORK 5TA1E ENERGY - CONSERVATION GON57RUCTlON GODS (LATEST ED/TION) 7FRM/NA7�WITH 7HE COMPLETION AND DELIVERY OF WORK/NG DRAWINGS. 7HEAR6HITE5T/5 NOT RESPONSIBLE FOR 5UPERV/5/ON OF CONSTRUCTION 1. FOUNDATION-TWO REQUIRED 2. TH/5 PRO.IEGT 15 RE5/GNED ACCORDING TO PART-5 OF THE NYS ENERGY OF THE PROJECT, NOR DOES THE AR6H17F6T HAVE AUTHORITY TO ACT ON CONSERVATION AND CONSTRUCTION CODE, 'BUILDING DESIGN BY ENVELOPE BEHALFGF THE OWNER OR THE GON7T2AGTOR UNLE55 NOTED OTHERWISE IN FOR POURED CONCRETE 2 ROUGH-FRAMING•PLUMBiNG, �,.,,x�,��,��.l��r�';�'l3�,8�'( O� 3• ALL EXPOSED HOT X47ER G AND/OR HEAT NG DXT5 TO BE INSULATED AS lT/NG. 3 INSULATION ELECTRICAL&CAUL KING q " �. ' � � �� �'�^ '� PER 5Ec. E503.3.3.1 AND E504.5 OF THE NY5 ENERGY GODS. THE ARCHITECT 5HALL NOT BE RE5PON5/BLE FOR THE AGT5 OR OM155ION3 4 FINAL-CONSTRUCTION&ELECTRICAL Q 4�,• ..1 ; �. -�t I.. �i; MUST BE COMPLETE FOR C.O. I'll/ �� lJi t I ( ICA �.. OF THE CONTRACTOR OR ANYSUB-CONTRACTOR OR ANY OF THE y § I � s�• AFFIDA 1/I T OF BNBROY 605E GONFORMANGB : CONTRAGTOR5 OR SUB-CCNTRA6T0R5 EMPLOYEES OR A6ENT5, OR ANY ALL CONSTRUCTION SHALL MEET THE t WE, NEM5GH/GK 51LVERMAN ARCHITECTS P.C., AGKNOWLE96E AND OTHER PER50N5 PERFORM/NG ANY OF THE WORK. REQUIREMENTS OF THE CODES OF NEW OF "' E. C' i v wr� ATTEST THAT TO THE BE5T OF CUR KNOWLEDGE,BELIEF,AND YORK STATE. NOT RESPONSIBLE FOR PROPE5/0NAL JVONENT, TH15 BUILDG/N /5 DE5I6NED IN CONFORMANCE DESIGN OR CONSTRUCTION ERRORS, . W/TH THE NEW YORK 5TATE ENERGY CONSERVATION CON5TRUCTION GORE, LATEST EDITION. SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: �\g'CE-REp� DATE DESCRIPTION D 5/6NA7URE i4TE -- = Q��y�OND bF�O,s, TYPICAL/iOTU, LEGE_/`Qf, rn MI) AER)REVIATION,J• A/0. °o2goes CAD FILE NAME: NEW �pQ` 1811_Cl/=1 ' N EMSCHICK SILVERMAN ARCHITECTS P.C. I PROJECT TITLE: DATE: NSA PROJECT #: EL NAW RUI[)MCE 11/10/14 505 TRACK AVENUE "...the business of ARCHITECTURE." 1811 j CUTC�IOGUE/'IY SCALE: DRAWING NO.: 33105 Main Road, Cutchogue, New York 11935 - - - AJ'/VOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h tt p://�_n s--arch .co m PLAN NORTH a COPYRIGHT 2014 NEMSCHICK SLVERMAN ARCHITECTS P.C. 1000 ' 137 01 20 CC .-- DE516N LOAD CRITERIA PER 50. FT.: NOTE: FOUNDATION ANCHORAGE NOTE: LIGHT AND VENTILATION REQUIREMENTS NAILING SGHEEI7ULEE PER 2010 RESIDENTIAL CODE OF NEW YORK STATE PER 2010 RE51DENTIAL CODE OF NEW YORK STATE PE:R THE: W.P.G.M. 2001 T E3LE: 5.1 SECTION R403.1.6 SECTION R503 NUMBER OF NUMBER OF JOINT DE:SGRIPTION LOCATION LIVE DEAD � DEFLECTION NAIL SPACING WOOD SILL PLATE SHALL BE FASTENED TO THE I. ALL HABITABLE ROOMS SHALL BE PROVIDED WITH COMMON NAILS BOX NAILS # # FOUNDATION WITH ANCHOR BOLTS. BOLTS SHALL BEA AGGREGATE GLAZING AREA OF NOT LE55 THEN 8 ; ..".. . i7cP °, ;' I. ca; ea"G F 4 N,aILING STR,d,PPING �T ST FLOOR 10 60 ° E'.XTE:RIOR WINDOW / DOOR HEADERS MIN. 1/2" IN DIAMETER AND SHALL EXTEND A MIN. OF 7 PERCENT OF THE FLOOR AREA OF SUCH ROOMS. „ R�. • RAFTERS TO TOP PLATE(TOE-NAILED)`.' . � (SEE TABLE 3.4 A) "- (5�TABLE 3�.4 A)�< PER RAFTER ' NAILING S E # # GH DUL.E E3. A5 Paz Y'�GM 2001 I ( ) , SEG. FLR. 30 10 1_/360 INCHES INTO MASONRY AND/OR CONCRETE, SPACED A '1 2. A MINIMUM OPENABLE AREA TO THE OUTDOORS r CEILING Jo15T TO TOP PLATE (TOE-NAILED) (SEE TABLE 3.4 A) (SEE TABLE 3.4 A) PER Jo15T MAX. OF 6 FEET ON CENTER AND LOCATED WITHIN 12 i SHALL BE 4 PERCENT OF THE FLOOR AREA BEING CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) (5M TABLE 5 .a A) (SEE TABLE 5 .a A) EACH LAP R°' " ' FOR wlNDow oIrllNbs NOTATION A ATTIC 20# 10# 1_/240INCHES FROM THE END OF EACH PLATE SECTION. A NUT VENTILATED. CEILING J015T LAPS OVER PARTITIONS(FACE-NAILED) (5EE TABLE 5 .a A) (5EE TABLE 5 .a A) EACH LAP A B G D E ROOF 30# I5# 1_/240 AND WASHER SHALL BE TIGHTENED ON EACH BOLT TO r 3. BATHROOMS, WATER GL05ET COMPARTMENTS AND COLLAR TIE TO RAFTER(FACE-NAILED) (5EE TABLE 3 . 6 A) (5EE TABLE 3 .6 A) PER TIE -- THE PLATE A5 PER 2010 RE51DENTIAL CODE OF NEW OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH BLOGKIN6 TO RAFTER (TOE-NAILED) 2-ed 2-IOd EACH END 4-0' 4 U 2x4 5 2 3 D YORK STATE. BOLTS A MIN. 1/2" IN DIAMETER SHALL BE AGGREGATE GLAZING AREA IN WINDOWS OF NOT LE55 RIM BOARD TO RAFTER(END-NAILED) 2-I6d 3-I6d EACH END b'-0' b (2)2x4 OR(I)2X6 3 3 3 TYR PROVIDE RAFTER TO ��y�� 5'-0" 5 (2)2X4 OR N 2X6 S 9 9 KING ATTACHMENT YW$N s t"�llb"l L. N11 ;,. Via' ., �` b:. l2)2X6 4 4 4 S PER TABLE 3.2A TABLE 3.2B AND THAN 3 SQUARE FEET ONE HALF OF WHICH MUST BE °"' lo-0 Io ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS SPACED 6 A P L '" b° :`s - G E ALIGNED OR RAFTERS AND TABLE 3.20 PER W.F.G.M. 2001 OPENABLE. TOP PLATE TO TOP PLATE (FACE-NAILED) 2-I6d' 2-Ibd I PER FOOT NOTA I2 (2)2X6 s 5 g KINbs TO PLATES PER 2010 RE51DENTIAL (ODE OF NEW YORK 5TATE TABLE 8301.7 4. GLAZED AREAS SHALL NOT BE REQU I RED WHERE TOP PLATE5 ® INTERSECTION5 (FADE-NAILED) 4-Ibd 5-Ibd JOINTS-EACH SIDE A.W-SER OF 8D NAILS AT EACH END Cr-STRAPPIN65 n B.NUMBER OF SILL 5TUD5 - STRUCTURAL MEMBER ALLOWABLE � ARTIFICIAL LIGHT AND A MECHANICAL VENTILATION STUD TO STUD (PAGE-NAILED) 2-lbd 2-I6d 24 O.C. ON n�PLAT(DOES NOT APPLY TO DOORS) G.NUMBER OF FULL FEI6W KIN&STUDS AT EACH SIDE of HEADER L = SPAN LENGTH, 'H - SPAN HEIGHT' DEFLECTION NOTE: CLOTHES DRYERS EXHAUST REQUIRED SYSTEM ARE PROVIDED, WITH A MINIMUM VENTILATION HEADER To HEADER ( FACE-NAILED) I6d Ibd lb"OL.ALONG EDGE5 D.NUMBER OF 16D NAILS END-NAILED THROLJSR ADJACENT KING 5TUD F PER 2010 RESIDENTIAL CODE OF NEW YORK STATE RATE OF 50 CFM FOR INTERMITTENT VENTILATION OR TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-I6d 2-I6d PER 2 X 4 5TUD END OF HEADER AT EACH 51DE RAFTERS HAYING '5LOPE5 GREATER THAN 3-I6d 3-I6d PER 2 X b 5TUD E.04MR OF JACK STUDS AT EACH END OF HEADERS 3/12 WITH NO FINISHED CEILING ATTACHED SECTION M1502 20 GFM FOR CONTINUOUS VENTILATION. VENTILATED - (ASWMEPOOLE HEAVER5) L/180 AIR FROM THE SPACE SHALL BE EXHAUSTED D I REGTLY 4-I6d 4-Ibd PER 2 X 5 STUD F.W 433 OF 16D NAILS END-NAILED THROW ADJACENT JACK STUDS JACKS AND KIN&5 AS TO RAFTERS I. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF BOTTOM PLATE TO FLOOR J015T,BANDJ015T,ENDJo►sT I,; 2-Ibd''2 2-I6d I'2 PER Fool TO END OF 511_1.(5)AT EACH SIDE(DOES NOT APPLY TO DOORS) s►bwN TMP••DETAIL.LEFT ALL OTHER SYSTEMS. TO THE OUTSIDE. OR BLOCKING (FACE-NAILED) ' - INTERIOR WALLS AND PARTITIONS H/180 �}r�w�• , . ` 2. DRYER EXHAUST SYSTEM SHALL CONVEY THE ? �' . �� ' ;gag IN/N17OX VOOR 5TR�4PP/NG FLOORS AND PLASTERED GEILINC75 L/360 M015TURE AND TERMINATE TO THE OUTSIDE OF THE J015T TO 51LL,TOP PLATE OR GIRDER(TOE-NAILED) 4-ed _rr = 4-10d PER W15T NOTE: EMERGENCY ESCAPE AND RESCUE EGRESS t NOTE: BUILDING. BRIDGING TO JOIST(TOE-NAILED) 2-ed 2-IOd EACH END ALL 5TRAPPIN6 To BE 1-1/4x20 6AU6E STEEL OR ALL OTHER STRUCTURAL MEMBERS L/240 3. EXHAUST DUCT TERMINATIONS SHALL BE IN OPENINGS REQUIRED PER 2010 RESIDENTIAL GORE OF BLOCKING TO J015T(TOE-NAILED) 2-ed 2-1Od EACH END "SIMPSON'EQUIVALENT-0520(COILED STRAP) NEW YORK STATE 5EGTION R310 BLOCKING TO 51LL OR TOP PLATE (TOE-NAILED) 3-I6d 4-Ibd EACH BLOGK (ALL STRAPPING SHALL BE INSTALLED PRIOR To SHEATIM) EXTERIOR WALLS WITH PLASTER OR ACCORDANCE WITH THE DRYER MANUFACTURER'S ' H/360 INSTALLATION IN5TRUCTION5. LEPC7 ON LEDGER o BEAMAM(FALE-(TOE-NAILED) t 3-I6d 4-I6d EACH J015T STUCCO FINISH 1'. BASEMENTS WITH HABITABLE SPACE AND EVERY 3-ed 3-IOd PER J015T EXTERIOR WALL5-WIND LOADS WITH L/240 4. 5CREEN5 SHALL NOT BE INSTALLED AT DUCT SLEEPING ROOM SHALL HAVE AT LEAST ONE OPENABLE BAND JOIST To JOIST C, END-NAILED) 3-I6d 4-I6d PER J015T BRITTLE FINISHES TERMINATION. EMERGENCY ESCAPE AND RE50UE OPENING ABOVE AND BAND J015T TO 51LL OF,TOP PLATE (TOE-NAILED) -- - - -- 2-I6d' - 3-I6d PER FOOT EXTERIOR WALLS-WIND LOADS WITH 5. EXHAUST DUCTS SHALL NOT BE CONNECTED WITH ', . , L/120 BELOW GRADE A MINIMUM NET CLEAR OPENING OF 5.7 , . „� e. � � � =�'�µ ::- "°� � RAG TIE ACROSS EAM SPLICE FLEXIBLE FINISHES SHEET-METAL 5GREW5 OR FA5TENING MEANS WHIGH :.x; :;�� ,. $�<° :.: e BEAM SPLICE t SQ.FT. AND A GRADE FLOOR OF 5 5Q.FT.. DE51GN BY OTHERS EXTEND INTO THE DUCT. 2. EMERGENGY ESCAPE AND RESCUE OPENIN65 SHALL STRUCTURAL PANELS ed Lod !5�TABLE 3 .8) r---s►NGLE PORTAL sYSTErt �P 6. EXHAUST DUGT5 SHALL BE EQUIPPED WITH A DIAGONAL BOARD 5HE'ArH1NG PORTAL 5Y5Tr=M MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS HAVE A MAXIMUM SILL HEIGHT OF 44 INCHES ABOVE IN x 6° OR I° x e" 2-ed 2-lod PER suPPORT BAGKORAFT DAMPER. _ - PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE 8301.5 -I EXHAUST DUCTS SHALL BE CONSTRUCTED OF .MINIMUM THE FLOOR, I" x lo° OR WIDER 3-ed 3-1od PER SUPPORT - 3. A MINIMUM NET CLEAR OPENING HEIGHT SHALL BE 24 N;s: 7, 4,4 ---- .k �Ir 1 i .Mx/' 0.��ih.ull y i USE D 0.016 INCH-THICK RIGID METAL DUGT5, HAVING SMOOTH Y -: \ \ LI LOA INCHES. STA P MIN. \ GYPSUM WALLBOARD 5d�CoO ERs \ 5 NTNG N THE L 5d COOLERS -t EDGE/ ►o FIELD / HEADER SEE PLAN JOINTS RUN I 'INTERIOR SURFACES WITH RLL 5- q AT BEP+M TO POST \ 4. A MINIMUM NET CLEAR OPENING WIDTH SHALL BE 20 „ \ I � DIRECTION OF AIR FLOW. ,K: �,:.: 1^t1;. "�. � < �..' �, _' I I \ 1 i EXTERIOR BALCONIES 60# INCHES. >: $ . ,'.x :. ', - w , , MIN. 16 4 MAX. . �:.` 1 I I 8. FLEXIBLE TRAN51TION DUGT5 USED TO CONNECT THE STRUCTURAL PANELS ed lod ' ' ' i '\�� 5. OPENINGS SHALL BE OPERATIONAL FROM THE IN51DE (5EE TABLE 3 .a) \ DECKS 40# DRYER TO THE EXHAUST DUCT SYSTEM SHALL BE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS. FIBERBOARD PANELS i (3)-LTP4 AT 5UPPOR LIMITED TO SINGLE LENGTHS, NOT TO EXCEED 8 FEET IN 1/161, bd - -- 3" EDGE/b" FIELD I / I P05T TO 5TRON6-AAL I ; 164" MAX. 1 _ PASSENGER VEHICLE GARAGES 50# 6. A DOOR OPENING HAVING A THRESHOLD BELOW THE - I I P05T LENGTH AND SHALL BE LISTED AND LABELED IN ADJACENT GROUND ELEVATION SHALL HAVE A 25/32° ea 3" EDGE:✓6° FIELD ; ; I• ; t GYPSUM WALLBOARD 5d COOLERS 5d COOLERS T' EDGE/ 10" FIELD 1 j HEADER SUPPORT P 5T ACCORDANCE WITH UL 2158A. BULKHEAD ENCLOSURE WITH WELLS BEING A MINIMUM ; , ; (DE51GN BY OTHERS ATTICS WITHOUT STORAGE 10# q• TRAN51TION DUGT5 SHALL NOT BE CONGEALED WITHIN HARDBOARD 8d ed (SEE TABLE 5 .a) CLEAR AREA OF SQ.FT.AND A MINIMUM HORIZONTAL PARTICLEBOARD PANEIL5 8d ed (5EE TABLE 5 .a) CONSTRUCTION. ATTICS WITH LIMITED STORAGE 20# PROJECTION AND WIDTH OF 36" AS PER SECTION 310.3 DIAGONAL BOARD SIATHING i ; COLUMN BASE ' 10. THE MAXIMUM LENGTH OF A GLOTH5 DRYER I"x 6" OR luxe" 2-5d 2-10d PER suPPORT ; \� ; (DESIGN BY OTHERS - ROOMS OTHER THAN SLEEPING ROOMS 40# EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE 18 x 10" OR WIDER 3-ed 3-Lod PER SUPPORT DRYER LOCATION TO THE WALL OR ROOF TERMINATION. ;,.u_ �,._, 9 - NOTE: WIND PE51GN PRESSURE FOR EXTERIOR WINDOWS, - � ""M _ F � ,��, {�°�� _ :;; �s k; :d 30# II. THE MAXIMUM LENGTf� OF THE DUCT SHALL BE -_ °��..�< :��_. ` '-_ ;,;_,�:.`. -: ..� ,.• ,- � -� :� �� ,��--' �.,,. SLEEPING ROOMS N:.` .:• µ �p ,�': . e � + REDUCED 2.5 FEET FOR EACH 45-DEGREE BEND AND 5 GLA55 DOORS AND ANCHORING PER 2010 RESIDENTIAL 5TRUCTURAL PANELS :I CODE OF NEW YORK STATE SECTION R613 I" OR LE55 a E ed Lod b" EDGE/ 12° FIELD 5TAIR5 40# FEET FOR EACH a0-DEGREE BEND. - - a _ 12. THE: MAXIMUM LENGTH OF THE EXHAUST DUCT DOES I(', EXTERIOR WINDOWS, GLASS DOORS AND ANCHORING GREATER THAN 1" 1od I6d 6° EDGE/6" FIELD j GUARDRAILS AND HANDRAILS 200# NOT INCLUDE THE TRANSITION DUCT. SHALL BE DESIGNED TO RF-515T THE DESIGN WIND P X 611 R BOARD SHEATHING . 1 X 6 ORI X e 2-ed 2-IOd PER SUPPORT - - LOADS SPECIFIED IN TABLE R301.2(2) AND 15 TO BE I"x Io" OR WIDER 3-ed 3-I0d PER SUPPORT Z�OUBLE PORTAL A55EMBLY ADJUSTED FOR HEIGHT AND EXPOSURE WITH TABLE I. NAILING RE IAREMENT5 ARE BASED ON WALL 5HEATHIN6 NAILED 6 INCHE5 ON-CENTER AT PANEL EDGE.IF WALL SHEATHING 15 NAILED 3 INCHES ON-CENTER AT THE PANE. � ' MINIMUM ROOF LIVE LOADS IN POUNDS-FORGE PER SQUARE = IDLE TO OBTAIN HIGHER 5f EIAR GAPA6ITIE5, NAILIN6 REQUIREMENTS FOR STRUCTURAL MENffiERS SHALL 9E POOLED,OR ALTERNATE OONNECTORS,SUCH AS SHEAR PLATES, (SIMPSON 5TRONG-TIE L5TA) FOOT OF HORIZONTAL PROJECTION NOTE: WIND- BORNE DEBRIS WOOD PANELS CRITERIA SHALL A USED T MAINTAIN TI LOAD PATH.R301.2(3). PER 2010 RE51DENTIAL AL CODE OF NEW YORK Z• WHEN WALL SHEATHING IS CAMTIE LO PAT GONNEGTcD MEhESERS,TIE TABULATED NUMBER OF NAILS SHALL BE PERMITTID TO BE REDXID TO I-I6d NAIL PER FOOT, 1. STALL HEADER STRAPPING © EACH END A5 REO'D PER THE WFGM 2001 TABLE 3.5 . PER 2010 RE51DENTIAL CODE OF NEW YORK STATE TABLE R301.6 PER 2010 RESIDENTIAL CODE OF NEW YORK STATE STATE SECTION R501 3. ALL TABLES ARE REFERENCED To THE WOOD FRAM GON5TRUGTION MANUAL,2001 EDITION TRIBUTARY LOADED SECTION 8301.2.1.2 NOTE: FLOOR 5Y5TEM5 PER W.F.G.M. 2001 5BG SECTION AREA IN 5QUARE FEET FOR WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS NOTE: ASPHALT 5HIN6LE INSTALLATION PER 2010 2.1.3.2 ROOF SLOPE ANY STRUCTURAL MEMBER OF 7/16" AND A MAXIMUM SPAN OF S FEET SHALL BE RF-51DENTIAL CODE OF NEW YORK STATE SECTION R�05 I. FLOOR CANTILEVERS AND 5ETBAGK5 SHALL NOT 0 TO 201 TO OVER PERMITTED FOR GLAZED OPENING PROTECTION IN ONE 1- A EXCEED THE DEFTH, cl, OF THE JOIST FOR LUMBER 200 600 600 - AND TWO - STORY BUILDINGS. PANELS SHALL BE 1• ASPHALT SHINGLES SHALL BE FASTENED TOA J015T SUPPORTING LOAD BEARING WALL5 AND SHALL SOLIDLY SHEATHED DECK. NOT EXCEED L/4 FOR LUMBER JOIST 5UPORTING FLAT OR R15E LE55 THAN 4° PER FT. 20 I6 12 i1 PRECUT AND LABELED WITH ITS LOCATION OF USE, 2• ASPHALT SHINGLES SHALL BE �IN5TALLED ON A ROOF NON-LOADBEARING WALLS NON SHEARWALL5. - - WITH ATTACHMENT HARDWARE PROVIDED AS PER 2010 _ CLIMATIC AND GEOGRAPHIC DE516N CRITERIA OF THE TOWN OF GUTGHOGUE RESIDENTIAL CODE OF NEW YORK STATE TABLE SLOPE OF (2:12) UNITS OR GREATER. SHINGLE - PER 201.0 RESIDENTIAL GODS OF NEW YORK STATE TABLE 8301.2 (I) RISE 4 PER FT. (1:3) TO LE55 ,° � 8301.2.1.2 OR SHALL BE DESIGNED TO RESIST THE 3. UNDERLAYMENT SHALL BE APPLIED THAN 12 " PER FT. (1:1) 16 14 12 COMPONENTS AND CLADDING LOADS DETERMINED IN FASHION PARALLEL TO AND STARTING FROM THE SAVE HEADERS (2) 2x6 (2) 2x8 (2) 2x10 (2) 2x12 WIND I SUBJECT TO DAMAGE FROM 1,2 AND LAPPED 2 INCHES AND FASTENED SUFFICIENTLY SUPPORTING: CAN SPAN: GROUND SEISMIC a b _ _ G d WINTER ICE SHIELD ' FLOOD n AIR �I AGGORDANGE WITH THE PROVISIONS OF THE BUILDING SNOW SPEED DESIGN WEATHERING FROST LINE TERMITE DECAY DESIGN UO RI.AYMENT HAZARDS FREEZING RI5E 12 PER FT. (1:1) AND 12 12 12 1 TO HOLD IN PLACE. _- - GREATER CODE OF NEW YORK STATE. 4. END LAPS SHALL BE OFFSET BY 6 FT. ROOF ONLY 4' to 6' 6' to 8' 8' to 10' 10' to 12' LOAD MPH ° CRITERIA 9 DEPTH TEMPI REQUIRED INDEX 5. UNDERLAYMENT APPLIED IN AREAS SUBJECT TO HIGH If STORY 4' 4' to 6' 6' to 8' 8' to 10' 1✓ MODERATE TO 5LIGHT TO SEE PLANS 20 P5F Xv MPH G 5EVERE 3 FT. II OPTIONAL T45' 2 - FASTENING WINDS GREATER THAN 110 MPH. SHALL BE SECURED 2 STORIES - - 4' to 6' 6' to 8' - HEAVY HEAVY EXAMINER WIND BORNE DEBRIS PROTECTION FA TEN NOTE: GARAGE FIRE SEPARATION ---- SCHEDULE FOR WOOD 5TRU07URAL PANELS WITH CORROSION-RESISTANT FASTENERS IN NOTES: PER 2010 RESIDENTIAL CODE OF NEW YORK STATE ACCORDANCE WITH MANF. INSTALLATION INSTRUCTIONS. „ PER 2010 RESIDENTIAL GODS OF NEW YORK STATE TABLE 8301.2.1_2 SECTION 8301 - FOR SPANS OVER 4 WIDE, HEADER REQUIRE5 2 MIN. FA5TENER5 ARE TO BE APPLIED ALONG THE OVERLAP 50LID BEARING AT EACH END DOWN TO FLOOR OR FASTENER - FASTENER SPACING --_T NOT FARTHER THAN 36 INCHES APART ON CENTER. BOTTOM PLATE. 4 Fool 6 -OOT -I. WALL5 AND GEILING 5HALL'HAVE 3/4 HOUR FIRE 6. UNDERLAYMENT SHALL BE DOUBLE FOR ROOF - 1/2" PLYWOOD 5PACER5 ARE USED WITH 2x MEMBERS TYPE PANEL 5PAN <PANEL 5PAN <PANEL 5PAN RE515TANCE RATING. SLOPES (2:12) TO (4:12). TO MATCH 2x4 OR 2x6 STUD WIDTH. Fool <_ 6'Fool <_ e Fool 2. ONE LAYER 5/8" TYPE X ON GARAGE 51 DE-ONE I 2-I/2" #6 - - -- 7. FASTENERS FOR ASPHALT SHINGLES SHALL BE - HEADERS TO COMPLY WITH TABLES 3.22A AND 3.225 WOOD SCREWS I6" 12" q" LAYER 1/2" TYPE X ON OTHER SIDE. GALVANIZED STEEL, 5TAINLE55 STEEL, ALUMINUM OR OF WFGM 2001 3. LIVING SPACE ABOVE THE GARAGE, THE SEPARATION COPPER ROOFING NAILS, MIN. 12 GAGE SHANK WITH A 2-1/2" #S SHALL BE PROTECTED BY NOT LE55 THAN 5/8 TYPE X MIN. 3/6" DIAMETER HEAD, A5TMF166-1, OF A LENGTH TO WOOD 5GREIN5 I6 1169 12 DRYWALL. PENETRATE THROUGH THE ROOFING MATERIALS AND A A< THIS TABLE 15 BASED ON ISO MPH WIND SPEEDS AND A 53-FOOT MEAN ROOF DIGHT. - 4. OPENING BETWEEN GARAGE AND RESIDENCE SHALL MINIMUM OF 3/4" INTO THE ROOF SHEATHING. B. FA5TEfgRS SHALL BE INSTALLED OPPO51%ENDS OF*K--WOOD 5TRUGTURAL PANEL BE EQUIPPED WITH A 45 M I WTE5 FIRE RATED DOOR 8. ASPHALT SH I NGLE5 SHALL HAVE A MINIMUM OF 51X G< NAILS SHOULD BE IOd COMMON OR Md BOX NAILS D. WHERE SCREWS ARE ATTACHED To MASONRY OR MA5oNRY/Sm=,TIDY SHALL BE ATTACK UTILIZING ASSEMBLY EQUIPPED WITH A SELF-01_051 NG DEVICE. FA5TENER5 PER SHINGLE FOR WIND ZONES OF 110 MPH SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: VIBRATION-RESISTANT ANCHORS HAVIN6 A MINIMUM ULTIMATE WITHDRANYAL CAPACITY OF 440 POUNDS. i '(�R � A9 DATE: DESCR�'TION: AND GREATER A5 PER 2010 RESIDENTIAL CODE OF �5 0 NEW YORK STATE R301.2(4) OR EAVE 15 20 FEET OR TYPICAL CODS COMPLIANCE I ' HIGHER ABOVE GRADE. ,� .� NOTA'A/ I7 D1.TAIV No.029086 Q� F �O CAD FILE NAME: OF N Ew 11 1 1811_U-2 PROJECT TITLE: DATE: NSA PROJECT #: NEMSCHICK S-ILVERMAIN - ARCHITECTS P.C. ELfHAW RUIDEJ`ICE 11/10/14 18 1 the business of ARCHITECTURE." _ _ - - 505 TRACK AVE/'iUL SCALE: DRAWING NO.: 1 CUTCHOGUr-/�Y 33105 Main Road, Cutchogue, New Yorlk 11935 -� A,/'NOTED Phone : 631-734-7007 . Fax : 631-7'34-7347 DISTRICT: �1 SECTION: BLOCK: LOT: DRAWN EKY: .._. http://ww�ni_ns-arcF�_ocom COPYRGHT 2014 NEMSCHICK SLVERMAN ARCHrrECTS P.C. 1000 137 O1 2O CC . PLAN NORTH I - ' I I I I A_1 14_2„ / ��� 3-GH MULLED 3-GH MULLED / ( 8"RE/Nr CONCRETE BLOCK I 90UNA770N, ON 8'X t,`I=T6 %S ►i 1 N I ° ®)=® Z� SUN ROOM 1r- ® rn ht Ex15r1NG \ b I • ;' . SrocKADE FENCE `, ' • / �� ��� EXISTING CABANA N N �C O EX15T/NG POOL SN I , P/BR, W 2'X8 DOUBLB 6/RD,5R n • r EX/5T/NG GARAGE \ i LOT 70 " EXI5TIN6 GONG. ° EX15TINO DR/VEM K PATIO / AREA OF XORK - ' BX/STING 5'W/DB)P�RENGH DOOR TO REMAI EX15TING TO REMA N _ `.\ 5TOCKAL2EFENGE IWFX/�5 7 INC • \� �` f I � , EXISTING POND € I �® EXIST/NG HOU55 ;' ' . mw I / EXI5TING BASEMENT ENTRY I 0 99 \\ - 517F. 1N�:C R�vI A T 1 ON 56ALE= 112"= 1'-0' 1>1 505 7RACK AVE 5ECT/ON.• 137 CUTCHO&E,, NY 11935 BLOCK: 0/ RE51DLWTIAL ZONE: R-40 LOT: lO DE5CR/P7/0N REQUIREMENT ry EXI5TIN6/PR0005ED M/N/KM LOT 5/ZE.• 40,000 5F /9,373 SF EX15T/N6 (NON-CONF0RM/N6) " MINIMUM PRONT YARD 35' 41-21141-21 M/N/MUM 5/DE YARD - --��' --- - 16.6'/16.6' MAXIMUM LOT COVERAGE - 20% _ 12.33 /13.3f MAXIM M BU/LD/N6 HE16HT 35' 222'/222' I INFORMAT/0N ON PLOT PLAN/5 BA5ED ON 51/RVL-Y BY J05EPH A. 1NCE6,NO, PROFE55/ONAL LAND SURVEYOR. 5CALE 111(2 SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: W-;Y l 57-ORY ADDITION-170 W PT �EFtED C DATE: DESCRIPTION: • � oNa w N ti� PLOT PLA/`I 6 4 t No.029086 'E CAD FILE NAME: F yOP 1777 PP-1 NEMSCHICK SILVERMAN ARCHITECTS P.C. — PROJECT TITLE: DATE: NSA PROJECT #: EL=fHAW RU117C/`ICE 11/10/14 the business of ARCHITECTURE." - --- 1811 JOS TRACK AVEAUE SCALE: DRAWING NO.: j CUTCHOGUr-NY - 33105 Main Road, Cutchogue, New York 11935 - A/'NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: ., http_//WWvN_n s-arch _CO m PLAN NORTH 0 COPYRIGHT 2D14 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 157• 01 '( )0 CC i -LL-LI-LLL] EE LLLLJI F p u ---ft ACCE55 HATCH o 1.2 EXl5TING HOU5E PROPC5ED WORK PROPOSED WORK EXISTING HOUSE_ \/A 7-70A/ \/A 7/0X/ --2 (] 2 SCALE= 1/4"= /'—O" SCALE= 114'= /LO" A5PHAL T SHINGLE ROOF OVER #30 BUILDERS FELT OVER%"C.D.X. PLYWOOD 5HEATHIN6 ON 2X/0 ROOF t RAF7ER5 a OPENING FOR 5'FRENCH - DOORS TO REMAIN R—lq FIBER BATT INSULATION WINDOWS AND WINDOW FRAM/NG • 'F a FINISHED FLOOR - ` 2X4 STI117 WALL W/TH R,30 FIBER BATT INSULATION. l 3/4"A.D.A. RATED T$G PLYWOOD SUB-FLOOR 2X/0 FLOOR J015 T5 AT 16"O.C. EXTERIOR CEDAR 5H/NGLE5 R-30 BATT INSULATION 8"CONCRETE BLOCK FOUNDATION k ° t DOUBLE 2'X8"GIRDER ` -= 8'X/6"REINFORCED CONCRETE 3"POURED CONCRETE RAT 5L.AB BLOCK PIER WITH 2'X/O" DOUBLE GIRDER p GRADE 4'-0 EX15TIN6 HOU5E FOUNDATION 6 MIL MIN. VAPOR BARRIER 6"COMPACTED GRAVEL BA5E 12'-0" I6We11 CONTINUOUS POURED 0 CONCRETE FOOTING WITH 2X4 KEYWAY } AND(2) #4 BAR5 AT BOTTOM SEAL: REVISIONS/SUBMISSIONS: DRAWING TITLE: PROPOSED WORK EXISTING HOUSE - ' ° p,• ��5kED A,9c DATE: DESCRIPTION: �5o W. scy% E.LE.VATIO/V ASID f ECTIO/`If S VA T/ON 3 556 /ON SCALE= 1/4"_ /'-O" C,L= 112„= 1,-0„ No.o2sass �oQ�- CAQ FILE NAME: Or NES 1777A-1080414 PROJECT TITLE: DATE: NSA PROJECT #: ' NEMSCHICK SILVERMAN ARCHITECTS P.C. ELJ'I�AW R�/'IDEI�CE 11/10/14 1811 the business of ARCHITECTURE. — 505 TRACK AVMUr- SCALE: DRAWING NO.: CUTCHOGUE NY 33105 Main Road, Cutchogue, New York 11935 A/'NOTED Phone : 631-734-7007 Fax : 631-734-7347 DISTRICT: SECTION: BLOCK: LOT: DRAWN BY: h tt p://Nivww-n s-a rc h _,co rn PLAN NORTH a COPYRIGHT 2014 NEMSCHCK SILVERMAN ARCHTECTS P.C. 1000 137 II 01 20 CC 1 4 i USE EVERY OTHER NAIL HOLE U5E EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE LENGTH IN A ROW TO PROVIDE THE GODS-REQUIRED MINIMUM ; o° 5lMP50NSTROMS-nEG5 slr 50HL5TA 36 fWT CODE-REQUIRED MINIMUM lo: 12° ,� CENTER-TO-CENTER LNG + COILED5MAPe16�O.G. OE4CHPAa-T z RID '' CENTER-TO-CENTER o�5TIm SPACING FOR NAILS R/ SPACING FOR NAILS lo' ---- &�NAILS ROOF RAFTER , r• / : a O O.G. CLEAR SPANlu G520 STRAP a ar o PROVIDE MINIMUM 7° LENGTH /� WRAP PLATE END DISTANCE a VAN. EQUAL NUMBER OF RlZW PfrA L (SIMPSON 5TRONG-TIE 05) SPECIFIED NAILS I. INSTALL 5TRAPPIN6 AS R.EOV PER IN EACH END THE WFGM 2001 TABLE 2.2A AND 5.55. Zg TO KA07M 779 � � r�aOR.biSravDd�xs 0*"M LSTA) l st oR a lenreou eT Te T521) 51 R011�—T1�'G5 GO/Lm 57R ' L.��4D rI�TH/�'LOVR�'R�M/N6 ACrA/L i. WALL TO.�e•oa G WALL ms M Man s MH R,ree 2 ItGTM L TWAO RM MR THE WCM 20M a AETA E DA I.WALL CAM WtOO u HK 6W'OA. LL 57XApp�N6 VETA1 5 RA�7ZR TSE VETA1L5 PCI THE YfCM 2W TMX$A ••• M/K 6" w HOLD DOiW HN 6' ® ,•. ANCHOR BOLT PLACEht1IT 5EE CONTRACT DRAWIN65 •• PROVIDE DavLE . . : : . . . . . . . . . 'i`• •D _.., �p :� � � STUD O EACH TlE v. . . . .a. . .v. BOLTS 5/h1P<OlJ IID24 . O EACH AVCHOR .p . . .D �� • . � �� BOLT o II o ' e o a- :v: a: :v: d' Fo1�lDAr10N Y 0 5/Mg'50N -"+0 7HRE4/ED ROD \ v v 5/LL BATE 5,5E PLAN hl/7 . . . . . 5TUD{^LOLL 5EE PLAN -- FOR 51ZC, TYPICAL. FOR 5/ZE t 5PAGIN6 (4J IlX1 NAILS COX.FW..WALL. Q. TYPICAL. (2 KAIL5 y. . . . . . . .. . 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