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HomeMy WebLinkAbout38156-ZCERTIFICATE OF OCCUPANCY 8/27/2013 No: 36462 Date: 8/27/2013 THIS CERTIFIES that the building RESIDENTIAL ALTERATION Location of Property: 3625 Delmar Dr, Laurel, SCTM #: 473889 SecBlock/Lot: 125.-4-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this officed dated 7/5/2013 pursuant to which Building Permit No. 38156 dated 7/5/2013 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: fire repairs to an existing sin¢le family dwelling as applied for. The certificate is issued to Palmieri Jr, Frank of the aforesaid building. (OWNER) SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED Town of Southold Auuex P.O. Box 1179 54375 Main Road Southold, New York 11971 38156 8/13/13 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 #: 38156 Permission is hereby granted to: Palmieri Jr, Frank 8~ Palmieri, Kathleen 3625 Delmar Dr Date: 7I5I2013 Laurel, NY 11948 TO~ Fire repairs to an existing single family dwelling as applied for. At premises located at: 3625 Delmar Dr, Laurel SCTM-# 473889 SeclBlocklLot # 125.-4-4 Pursuant to application dated 7/5/2013 and approved by the Building Inspector. To expire on 1/4/2015. Fees: ELECTRIC AMENDMENT TO PERMIT CO -ALTERATION TO DWELLING Total: Bui ding Inspector $125.00 $356.00 $50.00 $531.00 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 #: 38156 Permission is hereby granted to: Palmieri Jr, Frank 8 Palmieri, Kathleen 3625 Delmar Dr Laurel, NY 11948 To: fire repair Qust electric so far -plans to come) At premises located at: 3625 Delmar Dr, Laurel SCTM # 473889 Sec/BlocklLot # 125.-4-4 Pursuant to application dated To expire on 1/4/2015. Fees: Date: 7I5I2013 7/5/2013 and approved by the Building Inspector. $125.00 00 ELECTRIC ~\ Fmm 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 ofelecttical installation from Board of Fire Underwriters. 4. Swom statement Crom 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 (priorto 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 I. 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. ~ `o(~ ( T' New Constmction: Old or Pre-exist(i~ng Building: ~' (check one) Location of Property: ~ V 1'`~ ~) Q\ m `^~ ~J c ~ ~ a, House No. ` Sheet Hamlet Owner or Owners of Property: ~ t ~, „ t~ ~ ~\ vn ~ Q L t \, Suffolk County Tax Map No 1000, Section ~ d.~ Block `"\ Lot Subdivision Filed Map. Loi: Permit No. ~~~ ~}~ Date of Permit. -,7 ~ Applicant:- Health Dept. Apprdval: Underwriters Approval Planning Board'Approval: Request for: Temporary Certificate Final Certificate: ~ (check one) Fee Submitted: $ {`~ , ~ ~ C~ Appl~Sf~nai Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 ~~ z "O ~ i~', ~r f ~a~ BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax (631)765-9502 rooer.richertCa~town.southold. ny. us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Palmieri (Mustafa) Address: 3625 Delmar Dr City: Laurel St: NY Zip: 11948 Building Permit #: 38156 Section: 125 Black: 4 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DaA: JpG Electric License No: 50629-me Residential X Indoor Commedcal Outdoor New Renovation Addkion Survey SITE DETAILS Office Use Only X Basement Service Only X 1st Floor X Pod 2nd Floor Hat Tub Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt Ceiling Fixures HID Fixtures Service 3 ph Hot W aler GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 200a A/C Condenser Single Recpt Recessed FiMUres CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent FiMure Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches Twist Lock E>at Fixtures TVSS Otner Equipment: FIRE REPAIR-remove and replace all fire damaged elec wire in residence includir 200a overhesd service Niles: Inspector Signature: ~,~~~~~~ Date: Aug 13 2013 Electrical Certrficate.xls o~~,OF 80(/r~ ~ ~ ®~ TOWN OF SOUTHOLD BUILDING DEPT. ~~ 765.1802 ( 1 NSPECTION [ ]FOUNDATION 1ST [ [ ]FOUNDATION 2ND [ [ ]FRAMING /STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ [y,(J ELECTRICAL (ROUGH) [ RE`MARKS: ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) DATE ~ ZZ / INSPECTOR ~~ 3~1~'~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOU DATION 1ST [ [ ] F UNDATION 2ND [ [ FRAMING /STRAPPING [ [ ]FIREPLACE & CHIMNEY [ ] ROUGH PLBG. ] INSULATION ] FINAL ] FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) ,, REMARKS: ~a~~~~ 3~/S~~ TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 1 NSPECTION [ ]FOUNDATION 1ST [ ]ROUGH PLBG. [ ]FOUNDATION 2ND [ ] I ATION [ ]FRAMING /STRAPPING [ FINAL [ ]FIREPLACE & CHIMNEY [ ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ] ELECT(RI~AL (ROUGH) [ ]ELECTRICAL (FINAL) REMARKiI: L~ _ INSPECTOR ~o~~,OF SO(/r~6 +~®~ ~ ~ ,~,~.~ ~~~ /~~~~`TOWN OF SOUTNOLD BUILDING DEPT. ~_~ }n 765.1802 ~,~ 1 NSPECTION [ ]FOUNDATION 1ST [ ]FOUNDATION 2ND [ ]FRAMING /STRAPPING [ ]FIREPLACE & CHIMNEY [ ]ROUGH PLBG. [ ]INSULATION [ ]FINAL ( ]FIRE SAFETY INSPECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) ~] ELECTRICAL (FINAL) REMARKS: -• 1 Gt'7 f -~,?,~~-a~~ DATE '~ 1 INSPECTOR ~ a C~ ~ ~~ ~ ~~~xo~ c~ pV1~tDA.1`t4P~ {2N~1 G& 84't34S~ ~~~~ ~~~ S'CA'B FiK~' ' 0 {~ c ~~ ~1 ~" P 3 70 -_. _~-' 4 ~ ~~ ~. 1 ~.y ~~ 4 ~„ M TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Septic N.Y.S rz ,~ JP~~. ~~>4~~~ ~ ~~s~u~~~ (Signature of applicant or name, if a corporation) ~-v.QdX 3~31e /Cv~~~,~.s, ~-~- (Mailing addwss of applicant) Sta/te whether applicant is loIw//ner, lessee, agent, architect, engineer, gene/rat contractor, electrician, plumber or builder Examined 7 ~ ~ , 20~ Approved .20~ Disapproved a/c ~ Expiration, 20 / , U~ ~ (N f II `il fs ~~~ X11 Jug -g ~~,~ ,~ BUILDING PERMIT APPLICATION C'HEC'KLIST Do you have or need the following, before applying'! Board of Health 4 sets of Building Plans _ _ Planning Board approval- _ PERMIT NO. /~~ Flood Permit Storm-Water Assessment Fonn___ Contact: Mail to: Bm ding ffi'spec[or Phonc.~~ I~3~= oa`a,~ FOR BUILDING PERMIT INSTRUCTIONS 20 `- a. fRhis, applibation MUST be c mple[ely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets ofpuFatrgi pe80t9TIb'PjiGBt tan [o se .Fee acearding [o schedule. -- o p an showing location of lot and of buildings on premises, relationship to adjoining premises or public streets ur areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of [his application, the Building Inspector will issue a Building Pemtit to the applicant Such a permit shall be kept on the premises available for inspection throughout dre 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 dre property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition siz months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to [he Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, SutY'olk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or Cor removal or demolition as herein described. "fhe applicant agrees [o 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. owner of premises of duly authorized t'~ the tax roll or latest deed) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. ~ 9 S ~ - 1. Location of land on wchich woposed work Street Hamlet c~. County Tax Map No. 1000 Section ~ ~~ Block ] Lot Subdivision Filed Map No. -Lot _ ______ r i~ 2. Slate existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ~ ~ ~ >` 6~-1 p ~^• 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work__ (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: 10. Date of Purchase Name of Former Owner 1 I. Zone or use district in which premises are 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lo[ be re-graded? YES_ NOWill excess fill be removed from premises? YES_ NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within l00 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. [f elevation at any point on property is at 10 feet or below, must provide topographical data on survey 18. Are there any covenants and restrictions with respect to this property? * YES_ NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, CONNIE D. BUNCFI (S)9e is the Public, State of f~av York (Contractor, Agem, Corporate Officer, etc.) NO. 01 ~ ~ ~s Qualified in Suffolk Cnu:^,ty2Ol of said owner or owners, and is duly authorized to perform or have performed the said work ~Ip~~ond3Sl~if1~6 ~11iCati~rn, - 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 [he application filed therewith. w [o before me [h~ day of 20 ~ 3 Notary Public _-~ Signa ue of Applicant Town hall Annex 54375 Main Goad P.O. Box 1179 Southold, M'1 11471-0959 ,~!';f OF StWlyo~ ~ ~ Telephone (631) 765-1802 ro9er.richertCdS~towri lsout~io~d.nv.us BUILDING DF1'AIYTMENT TOWN OF SOUTHOT.D APPLICATION FOR ELECTRICAL INSPECTfON REQUESTED BY: ~~?qr1 y ~alcr~ c7 Date: ~ . Company Name: (,~ r C Name: License No.: p (~ a- y - /~? E Address: ~ v . /,3 v x 3 ~ G~ ,~ r~ rn~i /ti - - l~ ~ Phone No.: /- ~ ~ - JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit Nv.: TaxMap District: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) ~~ ' >z r pd (Please Circle Alf That Apply) *Is job ready for inspection: YES / NO Rough In Final *Do you need a Temp Certificate: ~ NO Temp Information (If needed) ' *Service Size: 1 Phas 3Phase 100 150 ~ 300 350 400 Other *New Service: nnect Underground Number of Meters Change of Service verhea Add'Rional inform PAYMENT DUE WITH APPLICATION ~~ ~~ ,~ ~g '~,5,ta~ ~~inL +~ 7-C c .I ~' C ~` Project: E F A I T O GENERAL NOTES GONGRETE STEEL I. ALL CONCRETE wows SHALL CONFORM WITH THEES RE ITIREFENTS of THE REPAIR TO EXISTING I. ALL WORK IS TO CONFORM TO THE RULE)AND OLVING ION OF THE AFERICAN CONCRETE INSTITUTE AL.I.318 LATEST EDITION. 1. ALL SPECIFIICCAL FABRICATION T ON5 FOR STRUCTURAL 5TEEEL,LATESTION IITI�ON.ro Also I-FAMILY RE51 DENCE LOCAL BUILDING DEPARTMENT AND THE ERE BUILDING E CONSIDERED CODE. NO NOTE OR DETAIL OR LACK THEREOF SHALL L CKORK IN 2. CONCRETE CONTRACTOR TO SET AND PLACE FORMS WITH STRICT E ` / I S T I '� & I F J� ' �` I �� E S I � E '� I � E A5 ACCORDANCE THE CONTRACTOR FROM LOCAL C OF ALL WORK IN ATTENTION AND GATE TO ALL DATUM,FLOOR AND GRADE ELEVATIONS. 2. ALL H S STRUCTURAL STEM SHALL BEES. ADS EXCEPT L PIPE TUBE /X` I\`I4 /�}` I V I I � TWITCH SHALL BE/5TM A500 GRADE B.AND STRUCTURAL PIPE WHICH ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. 3. CONCRETE PROTECTION FOR REINFORCEM1BHi SHALL CONFORM TO LATEST B625 Delmar DI^FVe SHALL BE ASTM ASOI. 2. ALL ELECTRICAL WORK TO BE FIRE UNDERMITERS INSPECTED AND A.C.I.SPECIFICATION. Laurel, New York 11948 APPROVED. SUBMIT CERTIFICATE TO OVER UPON RECEIPT. 4. ALL Ta PERATURE REINFORCING SHALL BE SUFFICIENTLY B•EEDDED TO S. ALL STRUCTURAL 5TM1 USED AS EXTERIOR KALE LINTELS SHALL BE 3. ELECTRICAL �j DRIVE \u/ AL CONTRACTOR TO VERIFY ELECTRICAL SERVICE AND PARCEL DEVELOP RU STRENGTH IN ALL CONCRETE WALLS AND SUBS. GALVANIZED. SECT: 125 BLK: 4 LOT:4 ZONE:R-40 o�-1 FOR ADEQUACY IN PROVIDING HEW ELECTRICAL INSTALLATIONS AS 5. PROVIDE ADEQUATE TIES FOR ALL STEEL REINFORCED IN SLABS,BEAMS, 4. BEAM CONNECTIONS SHALL BE PM16NED TO WITHSTAND ONE-HALF THE SHOM ON THE PLANS. UPGRADE,SMVICE,METER AND PANEL AS MAY PIERS,AND WALLS,REINFORCED TO BE HELD AT CORRECT DISTANCE MAXIMUM ALLOWABLE UNIFORM LOAD FOR THE PARTICULAR BEAM AND j��\� l��#� BE RE-QIIRED. FROM FORMS AND EARTH BY STEEL CHAIRS OR TIES. SPAN CONDITIONS SHOM OR THE LOAD INDICATED ON DRAWINGS, CONTRACTORS: LAUREL / I C E I WHICHEVER IS GREATER 4. ALL FI.LT'BIN6 WORK TO BE IN STRICT ACCORDANCE WITH RYS.CODE 6. FOLLOW CA2SA.RULES FOR PLACN6 ALL REINFORCING STEEL AND • AND ALL APPLICABLE LOCAL REGULATIONS, ACCGfi0RIE5. 5. PEI.DIN6 SHALL BE IN ACCORDANCE WITH AM SPECIFICATIONS USING E70-%X ELECTRODES. _TOM OF �_ 5. CONTRACTOR TO EFFECT AND MAINTAIN INSURANCE,I.E.ROMRA,FIC. T. CONTRACTOR SHALL SUBMIT CONCRETE MIX REPORT WITH CG,FOUNDATION 6. ALL BOLTS SHALL BE ASTF A-325N AND SHALL ME INSTALLED TO h SNG LIABILITY,FOR TH ES RPOSCOMPENSATION,COMPLETED OPERATIONS,PROOF TEST RESULTS 70 EN61NffR FOR REVIEW PRIOR TO STARTING FOUNDA710N CONDITION AS DEFINED IN AISC SPECFICATIONS. ADEQUATE FOR THE PURPOSES OF THIS PROJECT AND FURNISH PROOF OF CONSTRCTION. SAME TO THE CANER PRIOR TO COMMENCING NTH WORK. T. ALL WEDERS SHALL BE CLRREMLY CERTIFIED.THE FOLLOWING 8. REPRESENTATIVE TEST CYLINDERS SHALL BE TAKEN FROMTHE CONCRETE CERTIFICATIONS ARE ACCEPTABLE: NEW YORK STATE,NEW YORK CITY . I 'H, 1 j 6. COVERAGE AGE M SUBCONTRACTOR SHALL SUBMIT A COPY IT ,DISABILITY) T PLACED EACH DAY IN ACCORDANCE NTH CONCRETE SPECIFICATIONS. D� OF BUILDINGS,OR TESTING LABORhTORY CERTIFICATION TO THE \`I` lI�® COVERAGE NT R CTOR HALLCOMP SUBMIT A LIABILITY,HIS SSASURAN TO TESTING SHALL A IN ACCORD AT 9 AND 28 DAYS. �CODE. / THE OPNER PRIOR TO COMMENCING WORK EACH SUBCONTRACTOR SHALL 9. ALL MESH SHALL BE SPLICED 50 THAT THE OVERLAP BETABEN OUTERMOST SUBMIT LIEN RELEASES PRIOR TO REQUESTING FINAL PAYMIENT, CROSS WIRES OF EACH SHEET 15 NOT LESS THAN THE SPACNG OF THE PAI NTI N& T. CONTRACTOR SHALL AT ALL TIMES PROCEED WITH NORK AS TO MINIMIZE CROSS WIRES PLUS TWO INCHES,UNLESS OTHERAI5E 5HONM ON THE THE OANERS INCONVENIENCE,AND SHALL DO 50 IN A WORKMAN-LIKE DRAWING. I. ALL STEEL AFTER FABRICATION SHALL BE THOROUGHLY CLEANED OF RUST ENGINEERS: MANNER 10. ALL FOUNDATIONS SHALL BE CAST ON UN015TVRBED OR CONTROLLED DIRT,LOOSE MILL SCALE,AND OTHER FOREIGN MATTER.AFTER CLEANING, 8. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCLUDING FIXTURES, COMPACTED FAIL HAVING A MINIMUM BEARING CAPACITY OF TWO(2)TONS STEEL SURFACES SHALL BE 5HOP-PRIMED NTH ONE COAT OF FETAL FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED FROM PER SQUARE FOOT UNLESS OTFERNSE 901ED IGUBJBOT TO FIELD FIRMER AND ONE COAT COLOR TO EE SELECTED BY OVER.PAINT COATS N 11 a2540" E EXIST. FENCE "10.001 DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO BE INSPECTION AND VERIFICATION BY CONTRACTOR). SURFACES EELS LL ET71I FREE�AFFLS MYTH THOROUGHLY DOT RUNS AN,EVENLY TO THE TAKEN WITH SANE 11. MAXIMUM STEP OF FOOTINGS SHALL BE ONE VERTICALLY TO THO ON LINE - - - - 9. PROTECT AND MAINTAIN EXISTING UTILITY LINES ANION ARE TO HORIZONTALLY WERE ELEVATIONS CHANGE. 2. PRIMER SHALL IVSEE LMNrRLIST SECON-LOMD 1069 T SHALL BIE R6 PRIMER M 1 APPROVED EQUIVALENT.SECOND COAT SHALL BE wST4LBUM 1060,OR REMAIN IN Q SERVICE SUCH A MANNER TO AVOID INTERRUPTION OF APPROVED EQUIVALENT.THESE LINES. UNLESSS OTF�IVISE NOTED,,ALL EXISTING UTILITIESHALL S BE 12. ALL RETAINING PALLLS SHALL ME ADEQUATELY BRACED DURING Q CONSTRUCTION To MAINTAIN SAFETY AND STABILITY. BACKFILLIN6 SHALL SURFACES WITH SAFE TYPE OF MATERIAL USE D O 1 Q ALTERED,CAPPED,OR RELOCATED IN A MANNER APPROVED BY THE NOT BE PERMITTED UNTIL CONCRETE HAS ACHIEVED 10%OF THE SPECFIED 3. AFTER ERECTION,TOUCH UP All FIELD COMVED O FOR R AND SHOP C OO ABRADED O Q GOVERNMENTAL AUTHORITIES AND UTILITY COMPANIES HAVING JURISDICTION DESIGN STRENGTH. ATING. `4 I (Y1 SO AS TO GUARANTEE A COMPLETE INSTALLATION. lh N I I5. ALL CONCRETE SHALL ATTAIN A MINIMUM STRENGTH OF WO PSI •28 II. CONTRACTOR SHALL PROTECT,PATCH AND REPAIR ALL EXISTING WORK DAYS.FOUNDATION,SLABS ON GRADE AND CONCRETE EXPOSED TO N000 AD.IACiBHr TO HIS WORK,OR DAMAGED AS A RESULT OF HIS PORK. MATHER Key Map: WERE EXISTING MATERIALS ARE TO BE MATCHED,CARE 15 TO BE `'HALL-BE AIR ENTRAINED. TAKEN IN BLBVING COLORS AND REPLICATING ADJACENT FORMS AND 14. ALL CONCRETE REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM L ALL LUI.IBER SHALL BE DOUGLAS FIR LARCH NO.2,FB- 8T5 PSI,FV = 95 CONTOURS. A-615 GRADE 60 DEFORMED BARS. FBI,E = I.600000 P51,MAXIMUM MOISTURE OONTW R 19%. MITTINS ANY PROPOSAL,IT SHALL BE THE ONISIBli SHALL BE IN ACCORDANCE KITH ASTM A-1155. 2. ALL STUD UMBM SHALL BE DOUGLAS FIR LARCH 15 TURE EXI5T. - - - - - ± .8 la- 1 140.0' 1 2. BEFORE MATERIALS r�orG S OTC RE MATCHED, FOR OR SAFE ANDAE VAILA�L s. �RI TION.CONSTRUCTION� JOINTS ROUGHEN 9"A A DAYS FOU RJOIN S, 5' SAPCI-.I�NOW COO CONSTRUCTION CONSTRUCTION,COMPLY KITH EDNAMONAL�6 � "0 OF THE CONTRACTOR 7O FAMILIARIZE HIMSELF NTH ALL EXISTING 16. ALL STRUCTURAL MEMBERS SHALL BE POURED FOR THEIR FULL DEPTHS IN SAFETY SKILL BE IDDLE THE RUN THROW H M NO WELL \ vARffltGE EXIST. DR VEVLAY CAUSEE)SCU ON OF THIS COSTS TOT. FAILURE TO DO NHE KILL NOT S AGGREGATE FOR CHEMICAL BOND. 4. ALL WOOD EXPOSED TO MATHER.SHALL BE OCA TREATED IN TO EXPOSE EXIST CAUSE FOR EXTRA COSTS TO THE TOMERELY I FIELD ONHERS REPRESENTATIVES. ACCORDANCE NTH AFPA STANDARDS. \ j ±O✓•0 CONTACT TIE ARCHITECT IMMEDIATELY IF PIELD CONDITIONS ARE W. NO HORIZONTAL JOINT'S SHALL BE PLACED IN WALLS EXCEPT AS SHONN ON \ DECK I FOND TO BE OTHER THAN THOSE SHOPN HEREON PRIOR TO PROCEEDING, THE DRAWINGS,WITHOUT THE APPROVAL OF THE BGINEER. 5. ALL WOOD CONECTOR5 SHALL BE 13Y'SIMPSON','TWO',OR APPROVED _ NTH WORK AFFECTED BY SAME. EQUAL. U - I �_ 18. MAXIMUM LENGTHS OF FOUNDATIONSELYTI WALL POUR IN ONE 60FOPERATION SHALL I- 109.45' EX15T. �y ^, 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO BE NO MORE THAN TWO CANSECU VE COLUMN DIM.OR 60 FEET. 6. MEMIMPS'LVL' DESIGNATED AS"GANG LAM" C60RDANATED VB EER LUMBER" LLI +T LI[_ FABRICATION, BY LOUTS SHALL LI MANUFACTURED IN ALUTES S HAE WITH SPECIFICATIONS z ONE 5TORY 14. DISCREPANCIES,ERRORS,OMISSIONS,LTC,IN ANY PORTION OF THE 19. CONCRETE LevELILTOR T BE RESPONSIBLE FOR SETTING ALL ANCHOR M LOUISIANA PACIFIC CORP. V L.DB16N S SHALL BE PERMITTED 120.20' BOLTS AND LEVELING PLATES. FB- ZR 11E ENGINEERS APPROVAL.DESIGN STRESSES ARE A5 FOLLOWS: J � O DRAWINGS WHICH ARE AT VARIANCE NTH THE UW ORDINANCES,RULES FB= 2950P51,FV:290P51,E = 2,000OOOP51 'U Z \ FRAME RE5. LK- OR REGULATIONS,BEARING ON THE CONDUCT OF THE WORK SHALL BE 20. PROVIDE CONTINUOUS 296 TREATED SILL PLATE OVER TERMITE SHIELD LOCA7ION " Q #9625 I < REPORTED PROMPTLY TO THE ARCHITECT. TIED INTO FOUNDATION WALLS WITH 1/2'ANCHOR BOLTS 8'-0'O.G. (r•O" 1. THE ARCHITECT SN1LL PROVIDE CALCULATIONS TO THE CONTRACTOR FOR OF 511E ±2.0 I IS. IF CONDITONS ENCOUNTERED DURING CONSTRUCTION DIFFER MAX FROM ALL CORNERS)WITH 10'mh ENEEDFENR.PROVIDE SILL VERIFICATION OF LOADS AND BEAM SIZES WITH MFR.PRIOR TO ORDERING W \ O `� I -n FROM WiAT 15 SHOPdI ON DRAWINGS,THE EN6INESR SHALL BE SEALER AND 6ROJT SILL PLATE TO WALL. AND MANUFACTURE. NOTIFY ARCHITECT OF ANY DISCREPANCIES,IN _ 4- 1 YL-I NOTIFIED IMMEDIATELY AND WORK SHALL NOT FR06RESSS UNTIL 21. FLOOR SLABS ON GRADE TO BE 4'POURED CONCRETE WITH bx6/1.44.4 ARITIN6,SHOULD THERE BE A PROBLEM. \ / +� Q ALL PROBLEMS ARE RESOLVED TO THE SATISFACTION OF THE 6A,WIRE REINFORCING AND STEEL TROWEL FINISH. PROVIDE 1/2' 6. JOIST SIZES AND SPACING 61VEN FOR DOU6-FIR LARCH 02(fb = IJTS / EXIST. ENGINE PREMOULDED EXPANSION JOINTING AT FLOOR SLAB AND FOUNDATION PSI Fv =90 PSI AND E=1GxH0 PSI). VERIFY 51ZE5 WITH ARCHITECT IF ��EA OF W RK ARE USED. 1 / CE55POOL lb. ALL L USCONTRALTORS SHALL BE APPROVALS FOR THEIR RESPONSIBLE Wi LE FOR FILING AND D. ���P�)2' R-10 minJ RIGID INSULATION 2' O'EACH MY FOR 9 DESIGNOTHER LIVE OM IES OR DNDL$V LIVING AREAS 15 4D PSF DL=lo PSF)ATTIC ±26.8 1 22. ALL SLABS ON GRADE SHALL HAVE THICKENINGS,OE'RE551ONs, / _ LIVE SPA 15 20 P5F SPANS IN LIVING ROOF LOAD 15 30 PSF To A TLE L - - - - - - - - - IT. ALL SECOMRON,SAFEGUARDS. SHALL PROVIDE ALL REQUIRED FOR TOOLS,FENCES, ARCH ITIZ ETC,h5 REQUIRED OR/vci SHOW?HEREIN OR ON I ROOF SPANS AND SPANS IN LIVING AREAS ARE LIMIT®TO A DEFLECTION TRANSPORTATION,SAFE6UAR0",ETC.,AS REQUIRED FOR THE PROPER ARCHITECTURAL DRANN65. OF L960. EF=IB LLI EXECUTION OF THEIR WORK ARCMTECTU RAL DESIGNS, PLLC 23. PROVIDE POCKETS IN WALL FOR KALUMN5,BEAMS AND SLABS. 10. ALL CONGEALED SPACES IN WOOD FRAMING SHALL BE FIRESTOPPED WITH _ EXIST. MINIMUM BEARING ON KALS OR BEAMS, 4"FOR SLABS,8'FOR BEAM-, 18. ANY DEARCHI E FROM THE ARCUTECTS DRAWINGS MUST BE SUBMITTED UOR WOOD G-COKING ACCURATELY FROM TO FILL G F OM ONE AND 1561 LINCOLN AVENUE, STE 12 HOLBROOK,NY 11141 TO THE ARCHITECT IN YdRITINb FOR APPROVAL. ARRANGED TO PREVENT DRAFTS FROM MOVING FROM ONE SPACE TO SEPTIC TANK ANOTHER tsl. (651 ) 31q-104T Fax ( 651 ) 31q-I04q CV it 24. TOP ELEVATION OF SLABS SHALL VARY ACCORDING TO FINISH FLOOR MAINrAW. EACH CONTRACTOR AND SUBCONTRACTOR SITD SHALL BE RESPONSIBLE FOR MATERIAL.BE ARCHITECTURAL DRMVIN65. II. PROVIDE BRIDGING 8'-0'oz.MAX(SOLID OR CRO55 BwWUS). COMPLY V41TIN&SAFETY ON REGULATIONS JOB SITE DURING THE COF THE ocCN ATIONPHASE TO COMPLY WI1H'HE REGULATIONS AND REQIIRBETHT5 OF THE OCCUPATIONAL 25. IN ANY APPROVED CONSTRICTION JOINT,PROVIDE 2'X 4'KEY MIN.AND 24 12. NOTCHES OR HOLM FOR PIPING ETC. IN STRUCTURAL FRAMING MEMBERS cfJ SAFETY AND HEALTH ADMINISTRATION, THI5 SHALL INCLUDE,BUT ARE NOT BAR DIAWMIR LAP(16'MIN)OF REINFORCING,EXCEPT FOR SLABS ON SHALL NOT BE PERMITTED. LIMITED TO, PROVIDING ALL NECESSARY TEMPORARY SUPPORTS AND Z BRACINS AS MAY BE REQUIRED PRIOR TO THE THE INSTALLATION OF HEN 26. WiN GRADE SHALL BE POURED IN STRIPS.CONSTRUCTION OR 15. DOUBLE JOISTS ENDER ALL PARTITIONS RUNNING PARALLEL NTH THE STRUCTURAL ELB49M,,AS WELL AS ADEQUATE AND PROPER BARRICADES, CONTROL JOINTS%HALL HAVE A MtAXIM)M SPACING OF 50'-0' IN EITHER JOISTS. EXIST. FENCE RAILINGS,LIGHTING,STAIRS,M.REQUIRED TO PROTECT THE WORKMAN, DIRECTION.MAXIMUM AREA OF FOUR SHALL BE 2100150.FT, Lp. ALL FLOOR AND SKYLIGHT OPENINGS ARE TO SE FRAMED NTH DOUBLE ONIERS PERSONNEL AND OTHERS FROM INJURY DUE TO CONSTRUCTION HEADERS AND TRIM MUM,MY JOINED KITH STEEL BwD6E5 OR'TEC05'. -10.001 WORK PROVIDE PRE AND SAFE PA=SSA6E FOR PERSONS TO AND FROM 21. ALL PULL AND PIER FOOTAGE SHALL BE MINMM 12= UNLESS AND PROJECT g -�i a23'40 ' ON LINE AREAS AND FACILITIES WHICH ARE TO REMAIN. NO EDP BEYOND ALL FACES OF WALLS AND PIERS UNLESS ORERWISE 15. TO ELIMINATE THE HAZARD OF MOISTURE CONDESATION IN COLD VEAT14M AND TO PERMIT THE ESCAPE OF HEAT IN HOT PEATFER lJl 20. FIGURED DMIEVIONS SHALL 60VEZN SMALL SCALE DRAWINGS HERE 28. GROAT USED SHALL BE NON-FERROUS NOWSHRINK 6ROUT BY IN-FAKT AND VENTILATION OF ATTIC AND CRAM SPACES 15 REQUIRED. BLOCKING AND (),) DIMENSIONS ARE ESTABLISHED BY CONDITIONS, IF EXISTING,EACH SHALL ATTAIN A STRENGTH OF 4pOO PSI IN 7 DAYS. BRIDGING SHOULD BE ARRANGED 50 AS NOT TO INTERFERE WITH THE CONTRACTOR SHALL WASURE EX15TIN S CONDITIOS,PRIOR TO ORDERING MOVEMENT OF AIR MATERIALS AND COMAMINS NTH WORK. 29. ALL SLAB TEMPERATURE REINFORCEMHENT TO BE FIBERFESH CONCRETE No. Date Revision REINFORCEMENT AS MANUFACTURED BY FIBERMESH CO.OR APPROVED 16. ALL CATHEDRAL CEILINGS SHALL HAVE ACCORDINGLY, PROVIDE TON FROM 21. GENERAL CONTRACTOR AND HIS SUBS ARE RESPONSIBLE FOR ALL LAY- EQUAL. MIXING AND PLACEMENT SHALL BE IN ACCORDANCE TO EAVES TO RIDGE.SIZE INSULATIONPIGHT ACCORDINGLY.PROVIDE B/4" OILSdia VENT OUT WORK,INCLUDING SPECIFIED LAY-OUT DRAWINGS A5 REQUIRED. MANUFACTURERS SPECIFICATIONS. HOLES A+= HEED T SKYLIGHT FRAMING TO MAINTAIN CONTINI.OUS VENTILATION. GENERAL CONTRACTOR SHALL COORDINATE RESPECTIVE SUBCONTRACTORS / 50 AS NOT TO CASE UNDUE HARDSHIP,DELAY AND INTERIFE2ENCE NTH 11. DOUBLE JOISTS UNDER ENTIRE BATHROOM AREA UNLESS OTHERYUSE NOTED. Project Manager: FLAB CONDUCT OR FORK, 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL Project Architect: ERIK A. SJORNEEY R.A. / 22. CONTRACTOR TO REMOVE ALL DEBRIS CREATED BY THIS WORK FROM THE REQUIRED INSPECTIONS OF THE ROUGH AND FINAL FRAMING / SITE AND DISPOSE OF IN A LEGAL MANNER ON A MEEKLY BASIS OR SOONER Project Designer: IF CONDITIONS WARRANT. 19. THE CONTRACTOR SHALL INCORPORATE ALL REQUIRED STRAPS,ANGLES, COMPLETION OF WORK,THE SITE 15 TO BE CLEARED OF ALL TIES,SUPPORTS,ETO.AS MAY BE REQUIRED FOR PROTECTION OF Drawn by: EO 29. AT THE COMP i DEBRIS AND LETION MATERIALS. THE FACILITY IS To BE LEFT BROOM STRICTUREFORCES Of FROM FORC OF NATURE. THIS INCLUDES: ROOF TO ROOF; ROOF TO WALLS;WALLS TO WALLS AND FRILLS TO FOUNDATION, THESE Checked by: CLEANED AND WORK 15 TO BE COMPLETED TO THE TOTAL SATISFACTION FASTENERS/TIES SHALL BE AS MFRD BY SIMPSON OR APPROVED EQUAL. OF THE ON@R PRIOR TO RELEASE OF FINAL PAYMENT. Design No.: Date: 61 NA STREET 24. THE ARCHTECT HAS NOT BEEN RETAINED FOR ADMINISTRATION OF THE 0T/05/I5 CONSTRUCTION OF T14I5 PROJECT. DEAD LOAD INFORMATION: R 50122.2.11 25, CONTRACTORS SHALL COOPERATE NTH ALL OTHER TRADES AND WERE AVERAGE DEAD LOADS SHALL NOT EXCEED 15 PSF FOR LEGEND DOB Job No. REQUIRED INSTALL ALL BUILT-IN WORK SLEEVES,INSERTS,ETC.,AS ROOFS/CEILING A55EBBLIES OR 10 PSF FOR FLOOR ZONING INFORMATION: EXISTING SITE PLAN REQUIRED FORAG CONSTRUCTIMPLETE JOS.ON LIVE A.SNELOAD MEW WALL 26. 5�N.Y.S.BUILDING CONSTRUCTION CODE MANUAL FOR REQUIRED WOOD LIVE LOAD PER R 3015 SECTION: 125 SCALE: /6"= '-O° FRAME NAILING SCHEDULE. USE LIVE LOAD EXISTING WALL TO REMAIN ATTICS WITH LIMITED STORAGE 20 ELOCK: 4 NY5 CODE COMPLIANCE DTT1:5 WITHOUT STORAGE 100 EXISTING WALL TO BE REMOVED LOT: 4 7,UD6MEM BEST T�PUKNO AND �1FA AND R SGIO� EXTERIOR BALCONIES 60 BULK REGULATION5 COMPLIANCE WITH THE 2010 RF_51DEMIAL CODE OF THE FIRE 5 4O O SMOKE DETECTOR Drawing Title: ZONE: R-40 GUARDDRAILSRAILS AND HANDRAILS 200 5D. STATE OF NEW YORK. GUARDRAILS IN-FILL COMPONENTS 50 SMOKE DETECTOR/ PASSENGER VEHICLE GARAGE ='A O5D. CARBON MONOXIDE DETECTOR REQUIRED EXISTING PROPOSED ROOMS OTTER THAN SLEEPING ROOMS 40 AREA CALCULATIONS ENERGY CON5EUV ON CONSTRUCTION CODE COMPLIANCE SLEEPIN6 ROOM, so 51 TE PLAN, NOTE5 d LEGEND EXISTING SITE AREA: 24,700 SF MIN LOT SIZE 40,000 S.F. 24,100 5.F. NO CHANGE STAIRS 40 NOTE: PROVIDE SMOKE DETECTION SYSTEM INTER LINKED TOGETHER AS TO THE BEST OF MY Kill BELIEF AND PROFESSIONAL PER STATE CODE 5315. LOCATED IN EACH SLEEPING ROOM,OUTSIDE EACH .A)D6ET•ffN'r,THESE PLANS AND/OR SPECIFICATIONS ARE IN DEFLB TION PER MOM MIN. LOT WIDTH 150 FT. 150 FT. NO GRANGE COMPLIANCE WITH THE 2010 ENERGY CONSERVATION SEPARATE 5LEE'IN6 AREA,AND ON EACH ADDITIONAL STORY OF UHF EXISTING GARAGE AREA: Ibb SF STRUCTURAL MEMBER ALLO�� DPELLIMG, INCLWIN6 BA EMFNT5 A5 PER CODE. Drawing scathe: AS NOTED MIN.LOT DEPTH 115 FT. 190 FT. NO CHANCE CONSTRUCTION CODE. (1032.1 OF THE ELCC) DEFLECTION EXISTING FIRST FLOOR AREA: 1405 SF RAFTENO HAVING SLOPESCOP INS Arr ER CHED TO A2 KITH Lneo NO FINISHED CEILING ATTACHED TO RAFTERS Architect: Drawing No.: TOTAL F R5T FLOOR AREA 5 I SF MIN.FRONT YARD 50 FT. 40.0 FT. NO CHANGE INTERIOR WALLS AND PARTITIONS woo ERIK A. BJORM EBY R.A. IS FT.MIN / BUILDING PLAN REVIEW NOTE: FLOORS AND PLASTERED CEILINGS Lebo MIN SIDE YARD 55 FT. TOTAL 54.4 FT. /10.0 FT. NO CHANGE TOM OF 90UNIQD BUILDING PLANS EXAMINER SHALL REVIEW THE ENCLOSED ALL OTHER 5TRI10MlAL MEM10Ht5 U240 1 DOCUMENT FOR A MINIMUM ACCEPTABLE PLAN 5UBMITrAL REWIMMENT5 OF THE EXTERIOR WALL WITH PLASTER OR STUCCO FINISH W560 IERED A TOPN OF SCUT AS SPECIFIED IN THE BUILDING AND/OR RESIDENTIAL CODE OF EXTERIOR WALLS-WIND LOADS WITH BRITTLE FINII5H15 W40 LIST OF DRAWINGS MIN REAR YARD 50 FT. 12020 FT. N O CHANGE THE STATE OF NEA YORK. THIS REVIEW DOES NOT GUARANTBE COMPLIANCE WITH EXTERIOR PIALLE-NND LOADS KITH FLEXIBLE FINISHES U12o GL MATT G GEOGRAPHIC DESIGN CRITERIA DE : J�9 y% _ THAT CO . THE SEAT.AND SIGNATURE OF THE DESIGN PROFESSIONAL HAS BEEN T-1 SITE PLAN,NOTES S LEGEND @i mCT T ICE SHIELD LIVABLE FLOOR AREA 650 5.F. 1,405 S.F. NO CHANGE INTERPRETED AS AN ATTESTATION THAT,TO THE BEST OF THE LICENSEES BELIEF A-1 F_X15TINS FLOOR PLAN,ELEVATION,SECTION,DETAILS{ NOTES # 6FOIND KIND SEISMIC SUBFLT TO DAMAGE BY UNDERLAY- FLOOD AND INFORMATION,THE PORK IN THIS DOC.4•ENT: SNOW (SPEED IN DESIGN ETHER_ FROST LI TERMITE REWIRED HAZARDS MAX. LOT COVERAGE 20% X 40p0O 5F. = b86%/1$11 S.F. NO CHANGE -15 ACCURATE, LOAD MIPH) CATEBORI' IN6 DEPTH REQUIRED 8,000 E F,MAX. _CONFORMS Y41V THE 6oVERNING CODES APPLICABLE AT THE TIME OF SUBMISSION, Moo ToCONFORMS,KITH THE REASONABLE STANDARDS OF PRACTICE AND WITH VIEW TO 9T�c 032438k- 20 P5F 120 ISSEVERE 3'-0" HEAVY YES ZA�NE% MAX.HEIGHT/STORIES 55 FT/2Y STORIES 115.0 FT/ I STORY NO CHANGE THE SAFEGUARDING OF LIFE,HEALTH,PROPERTY AND PUBLIC WELFARE, OF NEW y0e' Shoats In Contract: -15 THE RESPONSIBILITY OF THE LICENSEE. I of 2 NAILING 5GHEDULE W556 2010 EX15T Project: NUMBER OF NUMBER OF r;)EMOL I TI ON NOTES JOINT DESCRIPTION COMMON NAILS BOX NAILS NAIL SPACING REMARKS rya REPAIR TO EXISTING ROOF FRAMING I. DEMOLITION WORK SHALL BE IN STRICT CONFORMANCE WITH LOCAL AND RAFTER TO TOP PLATE(TOE-NAILED) 080 I0) IOD PER RAFTER STATE REGULATIONS INCLUDING ALL PERMITS AND UTILITY GUT-OFFS. wAGH vRY I-FAMILY RESIDENCE CEILING JOIST TO TOP PLATE(TOBANLED) (3)8D 0) IOD PER RAFTER 2. PERFORM ALL DEMOLITION WORK IN ACCORDANCE WITH THE REGULATIONS GEIUNG JOIST TO PARALLEL PLATE(FACIE-RAILED) 0) 16D (5)400 EACH LAP OF AN51-NFPA 241-1115 BUILDING CONSTRUCTION AND DEMOLITION EXIST. 5625 Delmar Drive CEILING JOIST LOADS OVER PARTITION(FAGE-NAILED) (5) 16D (5)4oD EACH LAP OPERATION ,��- q MUDS EXIST.CO Laurel, New York q48 COLLAR TIE TO RAFTER(FACE-NAILED) (3)8D (S) IOD PER RAFTER 3. PROVIDE ALL TEMPORARY BARRICADES, RAILINGS, LIGHTING, ETC.. D ROOM ° GARAGE BLOCKING TO RAFTER OE4RA1LL (2)6D (3) 16D EACH END REQUIRED TO PROTECT THE WORKMAN, OWNER5 PER50NAL 4 PUBLIC FROM SECT: 125 ELK: 4 LOT:4 ZONE:R-40 RIM BOARD TEND-NAILED) (2) 16D 1'3)I6D EACH END WALL FRAMING INJURY DUE TO THE DEMO WORK, PROVIDE FREE 4 SAFE PA55AGE OF PERSONS TO 4 FROM AREAS 4 FACILITIES TO REMAIN. CONTRACTORS: TOP PLATE TO TOP PLATE(FADE-NAILED) (2)IbD (2) IbD PER FOOT o TOP FLATS AT INTERSECTION(FADE-NAILED) (4) 16D (5) 16D JOINTS-EACH 51DE 4. THE CONTRACTOR SHALL AT ALL TIMES PROVIDE PROTECTION AGAINST STUD TO STO(FACE-NAILED) (2) 16D (2) I6D 24'04. WEATHER, RAIN, WIND, STORM, FR05T OR HEAT- 50 AS TO MAINTAIN ALL EAEXIST. HEADER To HEADER(FACE-NAILED) 16D 160 16'D.C.ALONG GIVES WORK MATERIALS, EQUIPMENT AND FIXTURES FREE OF DAMAGES. REPAIR R TOP OR BOTTOM PLATE TO STUD(B'•D-NAILED) (SEE TABLE 35A) (SEE TABLE BSA) PER STUD ANY DAMAGE TO PROPERTY OF THE OWNER WHICH 15 TO REMAIN IN USE, DECK .sr IR En r.sr R BOTTOM PLATE TO FLOOR J01sr,BANOJo1sT,ENDJo1Gr BLOCKING(FACE-NAILED) (2) 1 (J) 16D PER FOOT OR THAT OF ANY PERSON, OR PERSONS ON OR OFF THE 51TE CAUSED BY FLOOR FRAMING THE DEMOLITION WORK WITHOUT ADDITIONAL EXPENSE TO THE OWNER. JOIST TO GILL,TOP PLATE OR GIRDER(TOE-NAILED) (4)BD (4) IOV PER J015T 5. PERFORM THE DEMOLITION WORK IN SUCH A MANNER AS TO PREVENT BRID51116 TO JOIST(TOE-NAILED) (2)8D (4) 16D EACH END FIRES. REMOVE ALL ACCUMULATED DEBRIS PROMPTLY. DISPOSAL BY BLOCKING TO J015T(TOENAILED) (2)8D (2)IbD EACH END BURNING WILL NOT BE PERMITTED ON SITE. ALL DEBRIS SHALL BE C BLOCKING TO SILL OR TOP PLATE((OE-NAILED) (3)IbD (2)IOD EACH BLOCK 11''3 II'- " ENGINEERS: 0I5PO5ED OF OFF 51TE IN LEGAL, WORKMAN LIKE MANNER. LEWERSLED&TO BEAMAM(TOE-NAI (3)Iad N IOD EACH JOIST 6. ALL SALVAGEABLE MATERIALS AND EQUIPMENT INCL. FIXTURES JOIST ON LE06ER TO BEAM(TOE-NAILED) (3)ad (5) DOD PER JOIST w EXIST. � N BAND J015T TO H015T(END-NAILED) 0160 (4) LED PER JOIST FURNISHINGS AND DECOR ITEMS SHALL BE STORED AND PROTECTED KITCHEN SINK BAND JOIST TO GILL OR PLATE(TOE-NAILED) (2) 16D 0)16D PER JOIST FROM DAMAGE UNTIL THE OWNER DETERMINES THE COURSE OF ACTION TO N - GAS 6LN6 ROOF 5HEATHIN6 BE TAKEN WITH SAME. w ® 6'-0" AFF EXIST. STRUCTURAL PANELS 8D 1 100 BE DIAGRAM 1. PROTECT AND MAINTAIN EXISTING UTILITY LINES WHICH ARE TO REMAIN IN vlw. 6 � _ LIVING ROOM d, CEILING SHEATHING SERVICE IN SUCH A MANNER AS TO AVOID INTERRUPTION OF THESE LINES. ISM GLNG 6 GYPSUM KNI-LBOARD 1 1/2'DRYWALL%RE'6 11/2'DRYWALL SGREvs r W6E/IO'FIELD GAP ALL UTILITY LINES TERMINATED BY THE DEMOLITION WORK IN A KALL - - e 8'-0" AFF OVEN WALL SHEATHING MANNER APPROVED BY THE GOVERNMENTAL AUTHORITIES 4 UTILITY CO.'5 PEF. STRUCTURAL PANELS 80 1 DOD SEE DIAGRAM ti GYPSUM WALLBOARD I II DRYWALL%REM 1 1/2"DRYWALL SCRENS T'EDWO'FIFA HAVING JURISDICTION. N Key Map: 8. ALL EXISTING DUCTWORK ELECTRICAL EQUIPMENT ETC. IN AREAS TO BE � 6 FLOOR 5HEATHING DEMOLISHED SHALL BE PROTECTED AND RELOCATED AS REQUIRED STRUCTURAL PANELS V OR LESS BD lop 6'Ev6En2"FIELD ACCORDING TO FIELD CONDITIONS. 5T X11IRAL PANELS GREATER THAN V IOD 16D b'ED6E)6'FIELD 9. PROVIDE DU5T-TI6HT PARTITIONS BETWEEN AREAS WHERE DEMOLITION EXIST. w WORK 15 BEING PERFORMED 4 AREAS WHICH ARE FINISHED OR ARE IN USE. N DINING ROOM GONNEGTION DETAILS 10. LEAVE EACH AREA BROOM GLEAN UPON COMPLETION OF WORK EACH 6 _ 6W6 CLN6 ,,,,,,,,,, I.ALL FRAMING HARDWARE SHOIAN ON THESE PLANS,UNLE55 OTHERWISE NOTED 15 51MFSON DAY. a a-0" AFF STRONG-TIE. NO SUB5TINfIORS ARE APPROVED OR AUTHORIZED. 2.DUE TO THE NAM OF FRAMING HARDWARE TO THE OTHER COMPONENTS OF THE STRUCTURE,ANY eP 11. REMOVE ALL INTERIOR FINISHES, IN AREAS TO BE REFINISHED 4 REPAIR " FRAMING HARDWARE SUBSTITUVONS WILL RENDER THESE PLANS NULL AND VOID AND WILL RESULT IN THE EXISTING SURFACE FOR APPLICATION OF NEW FINISHES AS SELECTED THE INSTALLER/CONTRA(TOR ASSURING RESPONSIBILITY FOR THE 0 516N AND PERFORMANCE OF F/- THE ENTIRE SYSTEM. BY ARCHITECT OR OWNER. 'sue S.ALL SPECIFIED FASTENERS TO BE INSTALLED PER INSTRUCTIONS OF THE SIMPSON STRONG-TIE �" sPi 12. PATCH ALL EXISTING FIN15HE5 TO REMAIN THAT ARE AFFECTED BY WOOD CONSTRUCTION CATALOG. INCORRECT FASTENER QUANTITY,SIZE,TYPE,MATERIAL OR FINISH „„ ADJACENT DEMOLITION WORK. MATCH MATERIALS, COLORS, ETC.. TO THE 10'-3' MAY CAUSENNOT THE CONNECTION 1T FAIL. I6D FASTENERS(6 6196E a 319 UNLESS ARE COMMON NAILS ""n, 5AT15FACTION OF THE ARCHITECT 4 OWNER. O LOCATION AND CAtWOT BE REPLACED WITH I60 SINKERS(9 GAUGE o 317 UNLESS 01NERWISE NOTED. HAs Oo 4. INSTALL ALL FASTENERS BEFORE LOADING THE CONNECTION. Haz 5. 1015T5 SHALL BEAR COMPLETELY ON THE CONNECTOR SEAT AND THE GAP BETWSEN THE JOIST END xe �_Ip 7' O F OF 517E " AND THE HEADER SHALL NOT EXCEED 14 PER A5TM TEST STANDARDS. EXIST EXIST. 6.FOR HOLD DON N5,ANCHOR BOLTS NUTS SHOULD BE FINGER TIGHT PLUS I TO I TURN W BASE PLATE WRENCH STUD TO BA PLATE BEDROOM WITH CONSIDERATION 61VEN TO PU`IURE WOOD SHRINKAGE. DARE SHALL BE TAKEN TO NOT OVER- s 32"OG. N O '- BATH. -v am 6LN6 TORQUE THE WIT. O u� @ 8'-0" AFF RESIDENTIAL CODE OF NEW YORK STATE EXIST. CO CIL• �a TABLE R301.4 MINIMUM UNIFORMLY BATH �m .mm T {q D15TRIBUTED LIVE LOADS / s 64.TO VHUPY CONDITION OF y� ARCHITECTURAL DESIGNS, PLLC owvxv, a4 (in pounds per m uara foot) F EXISTING XOR RB'LALE A5 �y1 USE LIVE LOAD N NEEDED.MP) GL. GL. GL. 1361 LINGOLN AVENUE, GTE 12 HOLBROOK, NY 11141 EXTERIOR BALCONIES 60 tel. ( 651 ) 5141-1041 fax (651 ) 519-104cl EXIST.2k6'C.J, sr EXIST.2"xb'C.,1 /DEGKSe 40 EXISTING ROOF SHINGLES ON a Ib� O.G. - Eb S1UD Y4LL'$PLW PASSENGER VEHICLE GARAGESa 50 a P PLYWOOD SHEATHING d e 0)LAYER 15p FELT.BUILDING '`• / FACE MaLNT HANGER JOIST TO JOIST ATTICS WITHOUT STORAGE b 10 b PAPER(TYP) EXIST.2'h8' 64.T5 TO VM EXIST,6W3 cEUN6r0VBUFYcaminCN / n EXIST. BEDROOM EXIST. BEDROOM F 51 Strong-Tie (LUG) ONNECTI0N5 b EXISTING RIDGE OF E%ST.2k6'CEILItK JO515 �+ 6116 6LN6 @ 8'-0" AFF ISM 6LN6 ® 8'-0" AFF N 51 nStrcn TIs PLANeCORNER'FRP't-1E ATTICS WITH STORAGE 20 OFMST..2WQSBts b,8-2,11LU526-2, ^•Pe0 9' 1M5TI) Simpson Strmg41D95 EXIST.2'k8'F.J. u� O LU5 26 2,LU521O-2 0 ® ROOMS OTHER THAN SLEEPING ROOMS 40 REPLACE AS NSEDW(YP) , e 16'o c 11'-5' SLEEPING ROOMS 30 EXIST.VENTED VINYL GO,TO REMOdE ANY AND11ST 1 lbTc Yx8'1-1 y F STAIRS 40 C SOFFIT(TYP) ALL FIREDAMA6®W70Del6'OO RB40t�E EXIST,6M AND FRAMIN5 A5 fffD.PROJIDEQ17114d , GUARDRAILS AND HANDRAIL5d 200 BAIT JWTION MOD / iB4PORARY EFFORTS.(tYFJ e-- 6G.TO R8IOVE ExI5T.6Y8 No. Date Revision -5.C,TO VERIFY CONDITIONOLE DIAMETER I6 Y 51�a FOR 51: 1 FOUND PER SQUARE FOOT=ONN Wh, I SQUARE INCH=645 mm,2ir)F IXISNNS DOORCEILING TO vEWFi CONDITON DISTAMCD 5/6' ARWO DaBLE 2X6 SILL EXIST.2x6 ROOF OF IXI51.25cb'CEILING J01515 POUND= ALAS n. R1PI.PGE A5 FffJ1ED.hYFJHOLE EDGE r 2fSd �� a. Elevated Swage floors shall ba copable or stpjwrkmg a 2,000-pond load RAFTS 0 16'O.G.1'IYPJ i ER0'LpCE py f✓EEOED.INGLE STUD applbd avara20-squcre-hleh Brea. EXIST.2xb CEILING J01515 / Project Manager: ENS OLE DIAMETER b. No star with roof sl a rat over 5 units In 12 wits. YV R-30 BATT INSULATION(TYP) REHM EXIST.6f8 AND 9Fod DOUBLE (4)pdµ LS 0 fb,d FHG�1 BOLT oU° 6C.TO VMFY CM11ON OF EXISTING S BAIT IWATON AND Project Architect: ERIK A. E.ORNEBY R.A. TW WVLS E/411FIATO e5'04w5TYXaw WIDOW REPAIR/6 N5Dm,ITYP1 AREPLACE WTH M'iIc. IndMldml stair treads shall be designed for the aTfformly dlstrIMed IMe load or EXIBTING FIRST FLOOR CEILING Project Designer: eVO4.0E5TYfM a3OO-polmdonentratedload acting overmaraaof4squweInches, 64.T0 F�40VE Eg51T,VM'OR ITFROMEYJICOW whbMver oduces the eater strasses. BAfdRIERdEhTERIOR SIEATUIN5 i0 Drawn by: BCSI n Str Te MSTAMBbh 9' EXIST.(2)2X4 TOP PLATE(T(P) CEVEXILING 6f8 EXPOSE EX1571%2x4'51UD5. A-I" ° 01gFOUNDATION WALL) d. Ae Ie concentrated load lied m direction at Ink aloe the to CEILING(ttP) A ' RE LACE SWDS AS WED MPJ Checked by: ELWR FRAMING DETAI 9�P �J °"J Po B P• t V© O e. See section R022lfw cooks atkaai ed to exterlw Halls. � EXISTING FI 'R5T FLOOR PLAN Design No.: 01/O5/13 MILE OF OP NE MINIMUM DEAD LOAD MATERIAL WEIGHT 5GALE: I/4"=I'-O" RESIDENTIAL CODE NEW YORK STATE -WITHIN OM DOB Job No. TABLE R501.2.1.2 MATERIAL On Pounds per square P.0 DEAD LOAD EXIST.OERTAINTEED GIVING ON WIND-BORNE OEBRI5 PROTEGTION FA5TENIN6 3/4" PLYWOOD SUBFLOOR 2.2 VAPOR BARRIER ON 9'CDX 41/417 L 5GHEDULE FOR WOOD 5TRUGTURAL PANELS QbAd FLYW00D 5HEATFIING(TYP) CERAMIC OR QUARRY TILE WITH I/2" MORTAR BED 16.0 EXISTING ALUMINUM FASCIA. II I I III ��I � I�I ILI FASTENER SPACING CARPET AND PAD 2.0 EXIST.20 WOO STUDS REPAIR ASNEEDm. L�IBII a J� FASTENER Pmel an <Pa e�t an Peel a WAR-15 BATT INSULATION A D EXISTING FIRST FLOOR CEILING � � m P Pan HARDWOOD (NOMINAL 1") 4.0 -'� Liu ILUL_WLI TYPE <4 foot <6 foot _<a foot X16f1B ON IN51DE I I I II I 2 1/2" #b Wood Screws BATT OR SOUND INSULATION (PER I" THICKNESS) 0.5 � � � I II II JII I u a �I I�L� III_ I��I Drawing Title: 6„ 2„ q„ LL_I uJ L� L-L L��L LI) LPL LL-L L 2"x4" b" O.C. 8 EXISTING TO VERIFYCONDITION of 6C.r0REMOVEFX1511NO EXISTING FLOOR PLAN, 2 I/2" #8 WOOd SGreWS Ib" 161 12" EXIST.2x8 RIM JOIST TO BE EXI5TN6 WINDOW REPAIR A5 _�L1LJ-LIJ- � I � I I I_LJ_L�LL�J_ 51DIN61N ITS ENTIRETY d 2'X6' (9 Ib" o.G. 2.2 REp�mAg�m, NEEDED.mPJ ELEVATION, SECTION, FOR 5L 1 Inch - 25.4 mm, I toot - 504.5 mm, I pound - 0.454 kg, EXIST.%4 PLYWOOD _ EXIST LL U REPLACE fU NEW TO MATCH I mile per hour = L609 km/h. 1/2" GYPSUM BOARD 2.2 gpgF-oOR - �- LUII �II I Ex5rru. DETAILS 8 NOTES P EXISTING FIRST FLOOR L � _�uL��_LL a. This etablemon ls booed m 110 mph cold speeds and f the of mum roof height. EXISTING TO VERIFY CONDITION OF b. Fnatenero shall be tretalled at mg ends of the wood structural pau6 VINYL SIDING 1.8 EXISTING 2x4 YIOOD STUDS, - ' 2 VL/L/VV L_ _ 6L.TO REFIWE VAPOR Drawing Scale: AS NOTED a Nulls, wn a lad common or bo nails. .v.�.��, PLATES,HEADERS,ETC.REPAIR I II I I IIIIIII 9 d. Mdwre eaerve ore altadxut to maeomy or ma+ony,!My shall be attached uGlking BRICK VENEER AND I/2" PLYWOOD SHEATHING 48.0 EXIST.(2)2xb SILL PLATE I II I I I BARRIER AND EXTERIOR A5 NEEDED.(TYP) LJ-l1��- -LL--�L L-L-L� �I vtltrallon-rmletmt anchoro iwmg a mmtmm ulttmte rvlthd-owl capacky of 490 pounds. WI1H INSECT SHIELD TO BE SHEATHING TO EXPOSE Architect: Drawing No.: 2-15# AND 90# ROLLED FELT BUILDING PAPER T u J-L -11 J_,� L EXISTING snm5 REPEALED A5 NEEDED. o EXISTING FIRST FLOOR ERIK A. BJORNEBY R.A. RESIDENTIAL CODE OF NEYV PORK STATE ASPHALT SHINGLES 2.5 EXIST.2x8 FLOOR EXISTING GRADE VARIES JOISTSWIRaO R301 .2.2.4 WEIGHTS OF MATERIALS \/, \/, BATE IfKR-3ON EXISTING.CONCRETE FOLNDATION 5 5 GpED ARC AVerage dead loads shall not exceed 15 psf(0.12 kWm')for roof/telling assemblies or IOpaf j'/////\//� 4 �5� BJ y� A 1 (0.48 kWm°)for floor assemblies,except as further limited by Section RS01.2 Dead Ioade for ..�\/\\/\\/�, ry EXIST,GIRDER TO ��Q\� P HF TO rv011e above grade shall not exceed. EXIST. 5 POURED BE IN5PEGIED AND 1. Fifteen psf(O.T2 WOns)for exterior Ilgh!-from,wood wails. FOUNDATION NALL o " REPLACED A5 6C.To VERIFY CONDITION OF EXI5TIN5.PATIO 2. Fourteen psf(Ohl Wre?)for exterior light-frame cold formed steel walls. �:�\�/\\�/ NEEDED. EXISTING WINDOW.REPAIR A5 BEYOND 5. Ten psf(0.48 kWo?)for meerfor light-frame wood walls. NEEDED. ) 4. FNe pet(O24 kWima for Interior frame cold-fonrod steel Halle. 5. Eghty psf(pot kDI forfor6-thick(205m6 m)conrete, SEOTION A-A I - EXISTING SOUTH ELEVATION sT O3438 P� S. EI , of(kWa )for far h-thl kt(ck(m m,J Sorg malt Halle, 9rF 2 y� Sheets in Contract: OF NE`1't 50ALE: I/2"=I'-O" SCALE: 1/4"=1'-O" 2 of 2