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Home My WebLink About27706-ZFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-29349 Date: 04/09/03 THIS CERTIFIES that the building NEW DWELLING Location of Property: 38099 MAIN RD ORIENT (HOUSE NO,) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 2 · Lot 16 Subdivision Filed ~ap No. __ Lot No. __ conforms substantially to the Application for Building Permit heretofore filed in this office dated SEPTEMBER 13, 2001 pursuant to which Building Permit No. 27706-Z dated SEPTEMBER 18, 2001 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is ONE FAMILY DWELLING WITH FRONT AND REAR WOOD STOOPS ~ ROOF TOP DECK AS APPLIED FOR. The certificate is issued to MARTIN J BANCROFT JR (OWNER) of the aforesaid building. SUFFOLK COUNT"f DEPARTMENT OF H]~%LTH APPROVAL R10-99-0043 03/15/03 ELECTRICAL CERTIFICATE NO. 1057650 03/21/03 PLUMBERS CERTIFICATION DA'£~ Rev. 1/81 04/01/03 ROBERT VAN ETTEN · Au~h~rize~nature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. (THIS BUILDING PERMIT PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 27706 Z Date SEPTEMBER 18, 2001 Permission is hereby granted to: MARTIN J JR BANCROFT PO BOX 483 ORIENT,NY 11957 for : CONSTRUCTION OF ONE BEDROOM SINGLE FAMILY DWELLING WITH FIRST FLOOR DECK AS APPLIED FOR THIS REPLACES BP# 26074Z, COMPLY WITH TRUSTEE'S & DEC at premises located at 38099 MAIN RD ORIENT County Tax Map No. 473889 Section 015 Block 0002 Lot No. 016 pursuant to application dated SEPTEMBER 13, 2001 and approved by the Building Inspector. Fee $ 844.20 ~/Au~th~gnature ORIGINAL Rev. 2/19/98 Form No. 6 TOV~N OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 I 0 - q q 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. Con~nercial 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: l. 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 $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimaning pool $25.00, Accessory building $25.00, Additions to accessory building $25.00, 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 New Construction: ~ Old or Pre-existing Building: Location of Property: 3 c~C~)C~ C~ ~V~ ~cl I'x! ¢_T~. House No. Street Owner or Owners of Property: ~ xL [X/~3{~xT~'~ M Suffolk County Tax Map No 1000, Section __ {~ Subdivision Date. (check one) Hamlet Block 0 ~-~ Lot I ( ~ Permit No./~: ~:~ Date of Permit. [O/&[a/(~q~ Health Dept. Approval. Planning Board Approval: Filed Map. Lot: Applicant: ~t0x.'~ 14 '~. Underwriters Approval: Request for: Temporary Certificate Fee Submitted: $ OO Final Certificate: (check one) r,,(-~/3~can-~Si~nature Town Hall~ 53095 Main Road P.O. Box 1179 Southold, New Ybrk 1197D1.)959 Fax (631) 765482 Telephone (631) 765- CERTIFICATI ON Building Permit No. ~'-7~7 O (-~ Ow.e : + Plmnber: (please print) (please print) I certify that rite solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of , County (Plumbers'SignatuYe) JOYCE M. WILKINS No. 4952246, Suflo~ my Talin E. xpi~ June 12, BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD OF FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREET ~ NEW YORK, NY 10038 CERTIFIES THAT Upon the application of upon premises owned by JIM SAGE ELEC. INC. MARTIN BANCROFT P.O. BOX 38 38099 MAIN RD GREENPORT, NY 11944-0038, ORIENT, NY 11957 Located at 38099 MAIN RD ORIENT, NY 11957 Number: 1057650 Certificate Number: 1057650 Application Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting electrical devices and wiring, described below, located in/on the premises at: Basement, First Floor, Second Floor, Outside, was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 21st of March, 2003. Day Name QTY Rate Rating Circuit Type ~ Miscellaneous 1-3.5 KW steam unit ~ Alarm Emergency Equipment and Sensor 2 0 Carbon Monoxide Sensor 3 0 Smoke ~ Appliances and Accessories Dish Washer 1 0 1.2 KW Exhaust Fan 2 0 F.H.P. Range 1 0 11. KW Furnace 1 0 Oil Pump/Motor 1 0 1 H.P. Water Heater I 0 4.5 KW Wiring and Devices Receptacle 15 0 General Purpose Switch 18 0 General Purpose Fixture 17 0 Incandescent ~Arc Fault Circuit Interrupter 2 0 15 amp seal ~ Receptacle 1 0 20 amp Laundry Continued on Next Page 1 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. [] [] ~! BY THIS CERTIFICATE OF COMPLIANCE THE NEW YORK BOARD Of FIRE UNDERWRITERS BUREAU OF ELECTRICITY 40 FULTON STREEt - NEW YORK, NY 10038 ~ CERTIFIES THAT ~ Upon the application of upon premises owned by .=--1 diM SAGE ELCO. INC. MARTIN BANCROFT ~ P.O. BOX 38 38099 MAIN RD .-'l GREENPORT, NY 11944-0038, ORIENT, NY 11957 .-nLocated at 38099 MAIN RD ORIENT, NY 11957 Application Number: 1057650 Certificate Number: 1057650 Section: Block: Lot: Building Permit: BDC: NS11 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at; Basement, First Floor, Second Floor, Outside, was inspected in accordance with the National Electrical Code and the detail of the installation, as set forth below, was found to be in compliance therewith on the 21st Day of March, 2003. Name QTY Rate Rating Circuit Type Receptacle 1 0 30 amp Dryer Dimmers 7 0 Paddle Fan 2 0 Receptacle 4 0 GFCI Service 1 Phase 3W Service Rating 200 Amperes Service Disconnect: 1 200 cb Service Disconnect: 0 Meters: 1 seal 2 of 2 This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. BESSLER SPACE-SAVER FOLDING STAIRWAY (ROUGH OPENING 22X5 2X6 DORMER RA~ERS 2X6 STUD i / WALL WITH / N R-19 / ~x,s~,.~ ~ ...... ~ ~ z - * . c ~ ~ · = c ~ s BANCROFT RESIDENCE PAR~AL BUI~ING SEC~ON B , I ~ ,. d ,, ,~ , I I .O-,~g I ' ' I ~/ BANCROFT RESIDENCE SECOND FLOOR PLAN ~.~_~o~ ¢?L~zw/o..~ '~2~oc ~- BUILDING PERMIT EXAMINER CHECK LIST ~ ) DATE REVIEWED: q //2/01 APPLICANT NAME:/t~a4,-~ ,1 t/~a.~c4¢-~ ~ DATE SUBMITTED: /__/01 SCTIvI# DISTRICT: 1,000 SECTION: /.~ BLOCK: ~- LOT: DES~TION: ~PPROVALS REQUIRED: SUFFOLK COUNTY HEALTH DEPT:~.~or NO, (BED #): 5t DTE: ~ /~ /~ ~ PERMIT NEW YORK STATE DEC: ,e.~-.~c ,/,as YE~ o~ .~:zlo. z -3 ~;" .-3~ SOUTHOLD TOWN TRUSTEES: YES o~ - k~___ ~ TOWN ZONING BOARD APPROVAL: YES TOWN PLAN. BOARD APPROVAL: YES or ~ TOWN HISTORICAL PRE (SPLIA): YES or~ min.? 4 ~a~)' VENT (SQ. FT. x 4%) LIou'r (s~ Fr. x 8%) BUILDINGPERM1TSOPEN/EXPIRED: BP 'DAr0Z~-Z/C/0Z- - HAVE PRE CO'S :YORN /xJ//~- BP -Z/C/0 Z- FEE'STRUCTUI~E:FIRSTFLooRFOUNDATION:: ,,/~/~'"' ?'. SFsF ~/~,o.~ ff/(O~E~AL~,~7/_~/f TOTAL:_ _ SF - .-~ ~-. ,a~, ~ ~-/I +$ /'.C~, +$ w- =$ ¢:? ] '* SUFFOLK COUNTY DEPARTMENT OF HEALi ! I OFFICE OF WASTEWATER MANAGEMENT , SUFFOLK COUNTY CENTER jli ! ?l,'i.~ 5~}2 . .~'j RIVERHEAD, NEWYORKII901 TO";"F:~ ~(~ ~: '~ P ICATION FOR EXTENSION, RENEWAL OR T~NSFER OF EXISTING PERMIT TO CONSTRUCT SEWAGE DISPOSAL AND WATER S~PLY FACILITIES FOR SINGLE FAMILY DWELLING Before completing this application refer to "Instructions to ~enew, Extend or Transfer an Existing Permit for Single Family Residence" on reverse side of this application, 2. TAX MAPNUMBER: District k ~ Section 1,~ Block 3 NAME OF APPLICANT ~ 4~¢~m~ G, (If name is different from original applicant, see inductions for transf~ng a pe~it and complete section 6 ~elow.) 4. NAME OF AGENT (If not applicant) ADDRESS PHONE 5. DATE OF ORIGINAL APPROVAL~/~./~c'~ (IK more than 0 years old, anew ap?licatioa will be required.) TRANSFER OI~-PERMIT: I hereby transfer all rights and interest in the above referenced permit to the ne; applicant named above, SIGNATURE OF ORIGINAL PERMIT HOLDER/AGENT PRINT NAME DATE ADDRESS , PHONE is hereby made to'[~kextend, [ ]renew, [ ]transfer a permit to construct a water supply and Application sewag, disposal system for a single famtly residence in accordance with the application, surveys and plans submitted. I hereb' certify that I have examined the complete application and the statements therein are true and correct, and that all worl shall be done in accordance with all applicable Town, ,County, State and Federal Laws and Codes. "Any false statemen made herein is punishable a~ a misdemeafior pu;rsC'gfft tO ~210.4.5 of New York State Penai LAW?' .AT I ' / / f'/ .t - If you are making s~bstantial revisions or modifications toga project that l~as a~ready received a pe~X't-m construct fron the Department, or if the permit is more than six (6) 7.,ears old, a new application will be required. Follow th~ instructions as explained in 'Submission Requirements Fo!~ Single Family Residences' (WWM-04t). Renewed permit¢ in standards enacted after the ~proval date of the are subject to any changes original permit. DEPART~T USE ONLY Permit is Extended/Renewed/Transferred Until i, N~,.~mb~r~of Bedrooms Approved S gnatu,'e ofDepa, me., Represe.tati e : -__Date / WWM-104 (Rev. 03/01) t PAGE1 OF 2 765-1802 BUILDING DEPT. ~ ~~ou~l~NSPECTION ATIOH 15T [ ] ROUGH PLBG. [ ] FOUNDATION2ND [ ]INSULATION [ ]FRAMING [ ]FINAL [ ] FIREPLACE & CHIMNEY DATE~~ 765-1802 BUILDING DEPT. ON [ 1ST [ ] ROUGH PLBG. ~ ] FOUNDATION2ND [ ] INSULATION [ ]FRAMING [ ]FINAL [ ] FIREP~C~ CHIMNEY REMARKS: ,~ 76S.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ *~ROUGH PLBG. [ ] F~-'DATION 2ND [ ] INSULATION [/~~MI~JG [ ] FINAL [ C.~I=IREPLACE & CHIMNEY DATE . 76S-~802 BUILDING DEPT. [ ] FRAMING [ ]FINAL []FIREPLACE&CHIMNEY INSPECTION 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGHPLBG. [ ] FOUNDATION 2ND [ ] IN~U~ATION [ ] FRAMING [/~INAL [ ] FIREPL~CH~EY/~_ DATE STATE ENERGY II " coNE II II ~,i~,,, / .,," ~-~i' /./ -. f ~'..O'/~--'q/-- FINAL ADDITIONAL COI'fflENTS: Disappmved. a/c ................... ; ............ ] ' ~/'APPI,ICATION FOR BUILI)IH{~ PEI~,MI'r INSTRUC'rlONS a, 'llda application t~ast be c~npletely filled 3 ~s of pl~, acetate plot plan to ~le. F~ ac~I~ to ~le. b. Plo~ pl~ ~t~ l~ti~ o[ lot ~ of ~ildl~s ~ ~a, ~lati~dp to ~jotni~ p~l~s or ~lic rids a~)l lcaCi~. c. 'H~e ~ ~ ~ fids a~licat{~ ~y e. ~ ~tldi~ ~mll ~ ~t~ ~.I~'~ IS ~ [~ to tbe l~tldi~ ~r~nt for tim is~ o[ a ~ildi~ ~mlt ~r~ ~o ~1~ ~l~ti~s, for tl~ ~t~tl~ o[ hdldi~, ~itt~n o~ altmratt~, or fo~ z~,~ml ur ~liti~, ~ ~tn ~,.9.,.~.. a ~.0.~... 9~1 ........... ~ ).X ~.~ a~ticanC 1{ ~les~, ~en~, archl[~, enlist, ge~ral State ~ o~ ~ o~ ~, ~r, ~.. ~.~~w. ~ ............................................ (~ If aM)licant is a co~rati~, si~re of duly ~tl~)rt~l officer, (Nare ar~l title of COrl~rate officer) 3. i'htura ot~ ~,ork (d~.k ~liid* apptl~bl?)t Ne~ ~lldlng ..~.. ~1~t~ ~ Al~era[ion (~rip~t~) .... .............................................. 6. I[ Ixlslteas, ~rclal or ml~qm~, a~ci~ ~t:ura n~ ~ten: o[ ea~ ty~ o~ u~ ...................... 7. I)l.enslm~n o~ ~tnrl~ ntn~a, l~ nnyJ ~ ................ ~ar ............... ~p~h ................. I~i~*~ ......................... ~.d~r o~ 8toriea ...................... DJnenslmm o~ ~m stn~re ~lth aZtera:l~a or '~Ml~ionat Fret ............... ~ar ............... ~ llpth 9. ~l~ o~ Io~l ~ .................... ~ar .................... ~p~h .................... II. ~ or u~ dl~l~j~t In ~ldl p~l~ ~ ~j~t~ .............................................................. 12. ~s propel ~mL~:i~ violn:e a~ ~lng 1~, o~i~e or regulnri~l ........................ 16. ~ og ~r o[ /,cea[~n ........................... ~lrean .............................. l~ ~ ............ ~:e of A~li:~ ...................... ~ ............. ~rean .............................. ~ ~ ............ ~sm oi C~Kr~tor ................................... ~Mreea ............................... I~m ~ ............ 15. la this p~rCy ~i:hln ~ i~:.of a ri~l ~Cla~ * ~ .......... ~ .......... ·IF ~, ~nn PI.OT DIAGRA~- l~ate clearly ~ all,tinKly all ~[ldi~n, deflmr ~lnrin~ or pro~, ~ i~i~ce all ~-~ di~naiona tdetlmc inter[or or ,~I'A'IE OF ~'~4 Cl%~l'/ OF ....................... .......................................................... I.,ein.[~ duly 6'~x~rn, delx)ze,~ taxi says Uml: he is the n~l. lt~mt (~ c~ I,xlivl~hmt nlflnJn~ ~tract) Ih im the iCe,tractor, n~ent,- corporate ofl~lcer, etc.) of said ~er or ~ra, ntd ts ~ly ~tl~rl~ to i~r~om or h~e l~rfon~ the ~ld ~rk nmi to rake o~l ~{l.e this nlqfl tcnCi~t; Lime ifil statem~ts ~tal~ In this nl~ticatl~t are the SDHS Ref* R10-99-0045 SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY , N. Y. I000-I5-02-I6 SCALE: I' = 40' ~'~ S 87~3'30" W 100.00' N;O~ ROZANBKY 29,546. Iq. fi.. tO Lie line CERTIFIED TO' MARTIN J. BANCROFT, JR. I am femtff~r with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY one will ob/de bJ~ the conditions sel forlh lher~.e~ one permit ID construch ANY ALTERATION OR ADDITION TO THIS SURVEY tS A VIOtATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAV~ EXCEPT AS PER SECTION 7209 SUBDIVISION 2 ALL CERTIFICATIONS ~REON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE ~URVEYOR WHOSE SIGNATURE APPEAI~$ HEREON The locations of wells ond cesspools shown hereon are from f/e/c/ observo/ions Dod or from data obtained from others. SUFFOLK COUNTY DEPARTMENT OF HF. ALTH SF_.JtVICgS APPROVAL OF CON5 i-KUCTION I~R A &INGLE FAMILY R~SIDENCE ONIY DA'I'G~"~- ~ ~ ~ HS REF. NO. ~~) APPROVED )'r ~ LtC NO 49618 C 'EE T SDHS Ref~l R10-99-0043 SURVEY OF PROPERTY A T ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY Z N.Y. $CAZ~: f' = 40' FEB. 25, 1999 ¢ revision APRIL ~6~ 1999 ( revision MAY 19~ EO00 ¢ cerllflcatlon) SEPT. 9, 2002 [conc. foundolloe FEB. 5, 2003 ( f/no/ ) N/O/F ROZANSKY CERTIFIED TO' MARTIN d. BANCROFT! JR, F'~$T AI~.AN TITLE IN,.eURANC~ I e~ fel~r ~ fha STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEIIIAGE DISPOSAL SYSTEMS FOR S~GLE FA~ Y ~NCES ~ w~ e~ b~ ~e con~f~ns set for~ f~r~ ~nd o~ the p~l lo consfrucl. The locations of we#s end cesspools shown hereon are from fleM observelions Dad or from date obtained from olhers. ANY ALTERATIO~V OR ADDITION TO THIS SURLY IS A ~AD~ EX.PT AS PER SECTI~ 7209-~UBDIVI~I~ 2 ALL CERT~I~ ~ ~', ~R[~ ARE VALIO F~ THI~ M~ AND COPIES THE~ SAID MAP OR C~IES BEAR THE ~PRESSED ~AL ~ ~0~ S~NA TURE APPEARS HERE~ GENERAL NOTES 1,0 SCOPE OF WORK 1.1 1.2 1.3 CONSTRUCTION OF WOOD FRAMED SINGLE FAMILY DWELLING ACCESSORY BUILDING INCLUDING BUT NOT LIMITED TO PARTITIONS, PLUMBING, AIR HANDLING AND ELECTRICAL WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR, EQUIPMENT, MATERIALS AND THEIR SECURITY ON THE SITE. ALL WORK SHALL FULLY CONFORM WITH THE REQUIREMENTS OF THE BUILDING AND ELECTRICAL CODES OF NEW YORK STATE, THE NEW YORK STATE ENERGY CODE. O.S.H.A,, ALL OTHER AUTHORITIES AND CODES HAVING JURISDICTION OVER THE WORK, AND THE BEST TRADE PRACTICES. 1.4 THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED TO PERFORM THE WORK BEFORE COMMENCEMENT OF THE WORK. THE CONTRACTOR SHALL SECURE ALL CERTIFICATES OF INSPECTION AS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION OVER THE WORK AND SHALL DELIVER SAME TO OWNER. THE CONTRACTOR SHALL FILE REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS. 1.5 ALL USE TAX, SALES TAX AND ANY OTHER CHARGES RELATIVE TO THE CONSTRUCTION OF THE PROJECT AND PAYMENT OF SAME ARE THE RESPONSIBILITY OF THE CONTRACTOR. AT THE COMPLETION OF THE WORK, DELIVER TO THE OWNER ALL REQUIRED PERMITS, CERTIFICATES OF APPROVAL, AND WARRANTIES CALLED FOR IN THIS SPECIFICATION. 1.6 THE CONTRACTOR SHALL VISIT THE SITE AND AQUAINT HIM OR HERSELF WITH ALL EXISTING CONDITIONS. FAILURE TO DO SO WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY IN PERFORMANCE OF THE CONTRACT. 1.7 ALL DIMENSIONS SHOWN ON THE DRAWINGS OR MENTIONED IN THE SPECIFICATIONS ARE DESIGN DIMENSIONS FOR PURPOSES OF PLANNING ONLY AND SHALL BE VERIFIED WITH THE CONTRACTOR'S MEASUREMENT OF ACTUAL DIMENSIONS IN THE FIELD. 1.8 ALL REQUIREMENTS SPECIFIED IN APPLICABLE FEDERAL, STATE AND LOCAL CODES SHALL BE ADHERED TO AS IF THEY WERE EXACTLY REPRESENTED ON THE DRAWINGS. THIS SHALL NOT BE CONSTRUED TO MEAN THAT ANY OF THE REQUIREMENTS SET FORTH IN THE DRAWINGS MAY BE MODIFIED BECAUSE THEY ARE MORE STRINGENT THAN THE CODE REQUIREMENTS OR ARE NOT SPECIFICALLY REQUIRED BY CODE. 2.0 1.9 THE CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD PRIOR TO COMMENCING SUBSEQUENT WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT IN A TIMELY MANNER. 1.10 PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. 1.11 THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. 1.12 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCURAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. %13 THE CONTRACTOR SHALL LAYOUT THEIR OWN WORK AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.) EXISTING CONDITIONS 2.1 AT THE APPEARANCE OF A DISCREPANCY OR CONFLICT BETWEEN THE INFORMATION INDICATED ON THE DRAWINGS AND THE CONDITIONS IN THE FIELD, OR A DISCREPANCY OR CONFLICT BETWEEN DRAWINGS, AND / OR DRAWINGS AND SPECIFICATIONS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROMPTLY REPORT THE MATTER TO THE ARCHITECT FOR INTERPRETATION. THE ARCHITECT SHALL MAKE A TIMELY DETERMINATION TO CLARIFY ANY SUCH DISCREPANCY. DIMENSIONS AND LAYOUT 3.1 ALL NECESSARY DIMENSIONS AND RELATIONSHIPS ARE INDICATED ON THE DRAWINGS AND SHALL BE STRICTLY COMPLIED WITH. DRAWINGS SHALL NOT BE SCALED. USE WRITTEN DIMENSIONS OR WRITTEN INDICATIONS OF RELATIONSHIP ONLY. 3.2 THE CONTRACTOR SHALL LAYOUT ALL WORK PRIOR TO EXECUTION IN THE FIELD. THE ARCHITECT'S APPROVAL OF THE LAYOUT MUST BE OBTAINED BEFORE PLACING ANY ELEMENT OF THE WORK. 4,0 INSURANCF 4~1 THE CONTRACTOR SHALL COMPLY WITH ALL NATIONAL, STATE AND LOCAL LAWS AND THOSE RULES AND REGULATIONS REQUIRED BY THE BUILDING MANAGEMENT RELATING TO INSURANCE FOR THE WORK AS DESCRIBED AND CONTEMPLATED IN THE DRAWINGS AND SHALL REQUIRE EACH SUBCONTRACTOR, INDIVIDUAL, OR CONCERN PERFORMING WORK TO LIKEWISE COMPLY. 4.2 CONTRACTOR SHALL FURNISH AND SHALL CAUSE OTHER CONTRACTORS OR PERSONS PERFORMING WORK ON THE OWNER'S BEHALF TO FURNISH CERTIFICATES OF INSURANCE FOR COMPREHENSIVE LIABILITY, BODILY INJURY AND PROPERTY DAMAGE OF NOT LESS THAN $1,000,000 EACH, NAMING THE OWNER AS INSURED. COMPLETED OPERATIONS COVERAGE AND WORKMEN'S COMPENSATION COVERAGE SHALL BE INCLUDED. 5.0 GENERAL 5.1 CONTRACTOR SHALL PREPARE AND SUBMIT A SCHEDULE OF ALL WORK TO BE PERFORMED, INDICATING THE START AND COMPLETION DATES OF EACH SUBCONTRACTOR AND SET, NO FORTH THE NUMBER OF WEEKS AND DAYS OF THE VARIOUS TRADES. ABBREVIATIONS A/C AIR CONDITIONING ACOUST. ACOUSTIC(AL) A.D, ACCESS DOOR A.D. AREA BRAIN ADD'L ADDITIONAL AL. ALUMINUM A.S. ALUMINUM SADDLE APPROX. APPROXIMATELY BLD'G BUILDING C.B. CONCRETE BLOCK CL. CLOSET CL'G CEILING C.L CENTER LINE C.O. CLEAN OUT C.d. CONTROL JOINT C.T. CERAMIC TILE C.W. COLD WATER "[" CHANNEL CLO. CLAD COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CSK. COUNTERSUNK D.L DEAD LOAD D.S. DOWNSPOUT DET. DETAIL DIA. DIAGONAL DIM. DIMENSION BWG DRAWING E.J. EXPANSION JOINT E.L EMERGENCY LIGHT ELEV. ELEVATION, ELEVATOR ELEC. ELECTRIC(AL) LQ. EQUAL EQUIP. EQUIPMENT EWH ELECTRIC WALL HEATER EXT. EXTERIOR EXIST'G EXISTING F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F,H.C. FIRE HOSE CABINET F.P. FIREPROOF F.H,R. FIRE HOSE RACK FL. FLASHING FLR. FLOOR FIN. FINISH(ES) FIXT. FIXTURE FPSC FIREPROOF SELF CLOSING (DOOR) GA. GAUGE GL, GLASS TYPE GYP.BD. GYPSUM BOARD H,B. HOSE BIB HOT. HEIGHT H.M. HOLLOW METAL H.P. HIGg POINT HR. HCUR H.W. NOr WATER HOW. HARDWARE HT'G HEATING hO. INSIDE DIAMETER INS. INSULATION LL LOT LINE L.F. LINEAL FEET LAM. LAMINATE LAV. LAVATORY L.P. LOW POINT M.S. MARBLE SADDLE MAX. MAXIMUM MECH. MECHANICAL MTL METAL MIN. MINIMUM M.O, MASONRY OPENING N.T.S. NOT TO SCALE NO, NUMBER O.A. OUTSIDE AIR O.C. ON CENTER O.D. OUTSIDE DIAMETER OP'G OPENING P.L. PROPERTY LINE PLBM'G PLUMBING Q.T. QUARRY TILE RAIL'G RAILING P.D. ROOF DRAIN REF. REFRIGERATOR REINF. REINFORCED REQ'D REQUIRED RM. ROOM S. SINK SAD. SADDLE S.C. SOLID CORE S.F. SQUARE FEET S/S SERVICE SINK STN.STL. STAINLESS STEEL SOHED. SCHEDULE SQ, SQUARE STD. STANDARD STL, STEEL T. TREAD/S TEL. TELEPHONE T.O. TOP OF T.O.C. TOP OF CONCRETE TYP. TYPICAL V.C.T. VINYL COMPOSITION TILE VEST. VESTIBULE VJ.F. VERIFY IN FIELD W/ WITH W/O WITHOUT W.C. WATER CLOSET W.P. WATER PROORNG W.S, WOOD SADDLE WD. WOOD W.W.M. WELDED WIRE MESH SYMBOLS DETAIL NO. NO.~ DRAWING DOOR NUMBER REFERENCE. REFER TO DWG. A-101 FOR SCHEDULE. WINDOW NUMBER REFERENCE. REFER TO DWG. A-101 FOR SCHEDULE, PARTITION TYPE TAG. REFER TO DWG. A-101 FOR SECTION DETAIL. , SECTION/ ELEVATION DETAIL REFERENCE DETAILNO.~ DETAIL REFERENCE RDP -P' DRA~NG . DATUM ELEVATION REFERENCE STRUCTURAL NOTES GENERAL NOTES 1. All structural work shall be coordinoted with architectural ond mechanicol drawings and shall conform to the project specifications, including the New York State Building Code and the local governing building code. 2~ The contractor sholt be responsible for means, methods, techniques, sequences or procedures of construction; for coordination of the work of oil trades, ond for safety precautions. FOUNDATIONS 1, Building foundations shall bear on firm undisturbed soil, having minimum bearing capacity of 3000 psi. Adequacy of bearing stratum shall be verified in field end inspected by the local building deportment prior to placing concrete. Adjust bottom of footing elevation as required. 2. Do not pfoce backfill against basement wails until all floors brocing these wolls are in place ond the concrete masonry wolls have cured for 28 days. 3. All exterior footings sholl be ploced a minimum of 3'-6" below final grade. 4. A line connecting the nearest points of the bottoms of any two footings shall not have a slope greater than 1 vertical to 2 horizontal Verify bottoms of existing footings. 5 Pressure tree[ed sills shell be anchored to the foundation wall with 1/2" onchor bolts with a 4" 90 degree hook at the end. The bolts shaft be embedded 12". Locate bolts at corners, sides of wall openings in the stud walls, ond 6'-0" O,C. CONCRETE 1. All concrete work shall conform to the ACl "Building Code Requirements for Reinforced Concrete" (ACI 318), Iciest edition. 2. Slob work shol[ conform to applicoble portions of ACI 302.1R Guide for concrete floor and slob construction, latest edition. 5. All concrete shall be normal weight concrete with a minimum ultimate compressive strength of 5000 psi at 28 days. 4. Reinforcing steel sholl be deformed bars conforming to ASTM A615, Grode 60. Reinforcing steel shall be de[oiled occording to the ACI Manual of Standard Practice (ACI 515), Iciest edition. 5. Comply with the recommendations of ACl 506 for cold woo[her concreting ond ACl 305 for hot weather concreHng. 6. Welded wire fabric (WWF) shall conform to ASTM A185, with a minimum ultimate tensile strength of 70,000 psi. 7. Coordinate size and location of oll openings and pipe sleeves with orchitecturol and mechonicol drawings. Minimum concrete between sleeves shall be 6". 8. AIl grout shall be non-shrink with a minimum compressive strength of 5000 psi. 9. Slabs on ground shall be 5" thick poured over a 6" layer of porous fill with o 10 mil. Polyethylene vapor barrier between slab and porous fill. Provide 6X6 W2.0 X W2.0 welded wire fobric pieced 1" from top of slab in all slobs on ground. 10. Install slob curing measures immediately of[er finishing on the same day os concrete plocemenU Cure slobs using curing paper or plastic with taped ~oints. Keep surfaces moist during the cure period by providing additional moisture, wind barriers, sun protection ond other methods to promote o slow cure. Use of o curing compound is prohibited. Loss of surfoce moisture sholl be inhibited for ct recommended ACI methods. CONCRETE BLOCK 1. All concrete block work shall conform to the "Notionol Concrete Mosonry Association Specifications," latest 2. Concrete block sholl conform to ASTM C90, Type I, with i'm=lBO0 psi on net oreo. 3. All grout sholl conform to ASTM C476 4. All mcr[or sholl be ASTM C270, Type S. 5. All block dimensions indicoted on structurol plons ore nominol dimensions. 6. All concrete block below grode sholl be filled sohd with mcr[or. 7. Concrete block below boom or truss beoring points sholl be filled solid for o minimum of two courses in depth ond o minimum of 32" in width, unless otherwise noted. 8. Where o wood post or steel pipe column beers direcUy on o block woll, fill oll blocks solid within o width of 32", centered on the post or pipe column, down to the foundotion. horizon[ct iodur type reinforcement ct 16'" verticol spocing. Provide speciol corner ond tee pieces for continuity. _ 1. All wood froming sholl be ins[oiled in occordonce with the NFPA Monuol for House Froming. 2. All froming lumber work sholI conform to the following governing stondords: A. Americon Institute of Timber Construction, "Timber Construction Monuol," Iciest edition. B, Notionol Forest Products Assoclotion "Notionol Design Specificotion for Wood Construction," Iciest edition, 3. All lumber sholl be grode-stomped by o recognized groding ogency end sholl be surfoced dry. 4. Froming lumber sholl be of the following minimum grode ond specie for the specified use. Roi[ers: Douglos Fir Lorch #2, Fb=900 psi, E=1,600,000 psi Joists: Bouglos Fir Lorch #2, Fb=900 psi, E=1,600,000 psi Studs: Bouglos Fir Lorch Stud Grade, kiln dried, Fc=850 psi, E=1,400,000 psi Plo[es: Douglos Fir Lorch Stud Grode Booms Douglos Fir Lorch #1, Fb=lO00 psi., E=1,700,000 psi. Posts Douglos Fir Lorch #1, FC=IO00 psi,, E=1,600,000 psi. 5. Noiling sholl conform to BOCA. E. Where froming lumber is flush fromed to Micro-Lorn, glu-lom or steel girders, set the girders 1/4" cleor below top of froming lumber to ollow for froming lumber shrinkoge. 7. Stud beoring wolls ore to be 2 x 4 @ 16" o.c. ct the interior ond 2 x 6 @ 16" c.c. at the exterior. 8. AU rafters and joists sholl olign directly with studs below; where required install additional studs, 9. Use double studs ct ends of wolls ond ends of woll openings, 10. Use double trimmers ond heoders ct oll floor openings where beoms ore not designoted. 11. Lop oll plo[es ct corners and ct intersection of portitions. 12. Unless noted otherwise, provide heoders over oll openings os follows: Interior wolls (2) 2 x lO's, Exterior wolls (3) 2 x 1O's. 13. Re ends of booms sholl be broced ogoinst rotc[ion with blocking, hongers, bridging, bolDng or other occeptoble meons. 14, Unless noted otherwise, ct the ends of oll booms, heoders ond girders, provide o built-up or solid post whose width is ct leos[ equol to it ~s depth is 4" at walls and 6" at exterior walls. Column from 2x4 members: (2) Laminations: (1) row of 8d nails on each side of column, 8" O.C. staggered. (3) Laminations: (1) row of 30d nails on each side of column, 8" O.C. staggered. Column from 2x6 members: (2) Laminations: (2) rows of 8d nails on each side of column, 8" O.C. staggered. (5) Laminations: (2) rows of 30d nails on each side of column, 8" O.C, stoggered. 16, Where posts ore specified on the drawings os 4x4, 4x6, otc, they shall be solid timbers, not built up from studs. 17. Where wood posts are specified above and below a level of floor framing, maintain the same cross sectionol area through the thickness of the floor by continuing the post or adding blocking underneath or adding o boom of the same width as the largest post. ts) shall bear on the full cross section of the post. 20. No new or existing joists sholl be cut or notched without approvol. 21. Exterior woll studs sholl be continuous between points ct which they con be broced by o floor or roof,, unless noted otherwise. MANUFACTURED WOOD PRODUCTS 1. Micro Lam (LVL) Beams: Manufactured by Truss Joist MocMillan Corp. Fb=2600 psi, E:1,900,000 psi (or approved equal) 2. ParDI[om Beams (PSL): Manufactured by Truss Joist MacMillan Corp Fb=2900 psi, E=2,000,O00 psi 5. TJI members: Manufactured by Truss Joist MacMillan Corp. (or approved equal). PLYWOOD 1. Plywood sheathing shall be RATED SHEATHING and APA grade stamped for specified spon, shall be mode with exterior glue and sholl be of the following thickness: Roof 5/8", Floors 5/4", Woils 1/2". Index stomp sholl be visible on oll sheets. 2, All plywood sholl be glue noiled to floor joists using APA opproved construction odhesive (B.F. Goodrich PL400 or opproved equoh)Use ply clips or other edge support os required for plywood sheothing. 5. Leove 1/16" spoce ct oll plywood ponel end joints ond 1/8" spoce ct oll ponel edge joints. TIMBER CONNECTORS 1. Joist hangers, cross bridging ond oil connectors for wood construction shall be galvonized steel as manufactured by Simpson or approved equoh Speciol noils os supplied by monufoctured sholl be used for required noiling. 2. Provide golvonized merci post boses ond post cops (Simpson type CC or equol) ct oll posts. Select post boses tho[ ore designed to onchor to foundoBons with bolts or plo[es embedded in the concrete. 5. Provide merci boom hongers ct oll joists flush fromed to booms. Where booms ore flush fromed to other booms, use top flonge merci boom hongers. 4. Provide merci hurrlcone onchors ct eoch roi[er. Simpson H5 or H7 or os required by the Iocol governing building code. 5. Roi[ers fromed flush to structurol ridge booms shoN have hongers. 6. Where hongers ore specified or required ct sloping or skewed booms, the con[fcc[or short specify the correct slope ond skew when ordering the honger. STRUCTURAL STEEL 1, All structural steel work shall conform to the following governing standards: A. AISC "Specificotion for the Design, Fobricotion ond Erection of Structurol Steel for Buildings, "lo[est edition. B. The Americon Welding Society tAWS D1. 1) "Code for Welding in Building Construction," Iciest ediUom 2. All structurol steel sholl conform to the following ASTM specificoUons: A. Plo[es ASTM A36 B, Pipe Columns: ASTM A53, Grade B 3. Shop paint interior steel members with Tnemec #99. ENERGY CALCULATIONS THE PROPOSED BUILDING DESIGN IS IN COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION CODE (6000 DEGREE DAYS) WALL TYPE #1 @ CEDAR SIDING OUTSIDE AIR FILM 00.17 CEDAR SHINGLES 00.87 15 POUND PAPER 00.06 PLYWOOD SHEATHING 00.62 INSULATION 19.00 GYPSUM BOARD 00.45 INSIDE AIR FILM 00.68 .AR_ A2 OFT ¢ = .045 ROOF/ CEILING OUTSIDE AIR FiLM 00.17 ASPHALT SHINGLES 00.44 BUILDINO PAPER 00.06 PLYWOOD SHEATHING 00.62 INSULATION 30.00 GYPSUM BOARD 00,45 INSIDE AIR FILM 00.68 AREA = ~3QFT R = 32.42-- U = .031 WINDOWS AND DOORS OUTSIDE AIR FILM 00.17 INSULATED GLAZING 02.1 INSIDE AIR FILM 00.68 U = .33B ROOF/ SCUTTLE OUTSIDE AIR FILM 00.17 1" THK GLASS FIBER 04.00 INSIDE AIR FiLM 00.68 AREA = 25 SQFT R = 4.85 U = .20 THERMAL RATING OF COMPONENTS AS INDICATED IN PART 6 CHART 6A. TABLES 6 1 - 6.5. WALL TYPE #1 @ CEDAR SIDING ROOF/ CEILING ROOF/ SCUTTLE WINDOWS AND DOORS TOTAL -004 DRAWING LIST A-O01 MASTER LECEND AND NOTES A-lO0 FIRST FLOOR FRAMING / FOUNDATION PLAN A-101 SECOND FLCOR FRAMING / FIRST FLOOR PLAN A-102 ROOF FRAM;;qG/ SECOND FLOOR PLAN A-201 EXTERIOR ELEVATIONS A-501 BUILDING SECTIONS PLUMBING RISER DIAGRAM 2m Field point os per Architectural drawings and Specificotions. I OWER I wc C.O 2" 2# 4" I SHOWER T T 4- ~> TO SEPTIC HOUSE TANK TRAP PIT PROVIDE OPENINGS EMERGENCY ESCAPE AS REQUIRED BY PART. 714 OF N.Y. STATE BUILDING CODE. 4 RE-ISSUED FOR BUILDING DEPT. REVIEW 02-08--02 3 ISSUED FOR STRUCTURAL ENGR, REVIEW 01-28-02 2 ISSUED FOR STRUCTURAL REVIEW 01-02-02 1 ISSUED FOR CONSTRUCTION 08-07-01 O RE-ISSUED FOR BUILD DEPART REVIEW 03-07-00 F RE-ISSUED FOR BUILD DEPART REVIEW 08-13-99 E ISSUED FOR STRUCTURAL REVIEW 07~29-99 D tSSUEB FOR BUILDING DEPARTMENT REVIEW 05-13-99 ISSUE DESCRIPTION DATE DANIEL ROMUALDEZ *AI~CHITECTS 119 WEST 23rd STREET, NEW YORK NEW YORK 10011 TEL (212) 989 8429 FAX (212) 989 8986 BANCROFT RESIDENCE 8099 MAIN ROAD ORIENT, NEW YORK 11957 MASTER LEGEND & NOTES N/A BATE March 30, 1999 JMS/JMG 9909 A-O01 NOTES: 1. APROX LOCATION OF TRANE HIGH EFFICIENCY HOT AIR PROPANE FIRED FURNACE WITH PVC VENT TO OUTSIDE ..'/ /~--* ~ 4. BOLT BASE OF COLUMN TO LVL BEAM WITH --10" P.C ...... '-0 SIMPSON HDSA AND 5/8" THRU-BOLT, ' -'~AO~/ // \ FOUNDATION ~ 4 P.D. SLAB WITH 6 X6 ' ~-- ~~ OFLV WALL W~.O X W2.O WW~ ~ ~ ~ L. TOP ON CHAIRS,~ I I 6" x *' ~ ~(3) ~4 ~m~CAL, 1~" ~ ~ ~ 6. REFER TO A-O01 FOR ALL STRUCTURAL ~)D ON FOOTINg j ~ J mi ~ - 001 CELLAR m i (6) LOCATI ~ ' CONTINUOUS ARUND CORNERS, LAP 711 PLF REFER TO m m - ~ 8" CMU WALL, ASTM i~NOTE ~ ~- ~ ~~ fm=' 1500 PSI. AT OPENINGS, PLACE ~ D~AL "C" ~m ~ (~) 2 X ~0 m m ~ m 2XlO ~ (2) ~5 ADDITIONAL EACH SIDE OF ~ m ~ (-' -- GROUT ALL CELLS SOLID. DO NOT USE ~ (3)2x4 Po~ ~, ~ ' -- -- MORTAR. ~ ~ HORIZONTAL REINFORCEMENT LADDER ~ ,~ ~j o ? % J h~ PERFORATED PiPE SURROUNDED BY 12" ~ . ~ ---~ , ~ ~ MIN. CRUSHED STONE (IF REQUIRED) " ', ~ :j ~ I ~ ~ ~ ~ ~ PREMOLDED COMPRESSIBLE JOINT FILLER J L % ~, ~ NOTE ~1--~ Z ~ ~ , ~ GALZANIZED /~ / ~ gLAD O~ ~ADE OR RAT SLAB (3) ~4 VE~ICAL, 1~" ~ m ~ UP 13 RISERS e8 1/4" ~ m ~ ..... % CONCR~E FOOTING/ PIER SIZES: , _ ~ L ........ J ) 5 BOTTOM, LAP ' I - 5 F-4 NOT USED. ~ p 6'-~ 1/2" 4'-4" ~ ~C~: 1 1/2"=1'-0" IF POST ABOVE, INCREASE 4 RE-ISSUED FOR BUILDING DEPT. R~IEW 02-08-05 WIDTH OF BEAM TO MATCH COLUMN DIMENStON 5 ISSUED FOR STRUCTURAL ENGR. R~IEW 01-28-0~ ~ ~'__--SIMPS / 5/~" A307 DOLTS. ~ ~ 2 ISSUED FOR STRUCTURAL R~IEW 0,-02-0 ' ~- STEEL COLUMN 1 ISSUED FOR CONSTRUCTION 08-07-0' / / COAT .CAS D ,. W/ . -,SSU D __ / / 2 COATS ASPHALTIC PAINT OR APROVED F RE-ISSUED FOR BUILD DEPART R~IEW 08-13-9~ ~ 5/4" NONSHRINK GROUT ISSUE DESCRIPTION DATE 2 1/2" END DISTANCE 4 ~ ~ j NON SHRINK, NON E ROD COMPRESSIBLE BLOCKING EAR ~ ~ ~ ~111~111~' 5/16" STEEL SEAT m : ~ ~~DMEN~/ SIMPSON ~Y TIE WITH 13/16" ¢ HOLES. m 4 ,,,, . J ~ % (2) 5/~" A507 NCHOR BOLTS AT STEEL COLUMN DIAGONAL CORNERS EMBED 9" il9 WEST 25rd STREET, NEW YORK NEW YORK 10011 SEE PLAN FOR FOOTING SIZE A TEL (212) 989 8429 FAX (212) 989 8986 REINFORCEMENT. BEAR ON FIRM ~ NOTE: UNDISTURBED SOIL OgD DB AIL ~. ~AC. ~EAM S.ALL.EA" ~ 1/2" Ult. BANCROFT RESIDENCE 2. ~F TOP FLANGE HANGER IS REQUIRED 58099 MAiN ROAD FOR A BEAM PERPENDICULAR TO ORIENT, NEW YORK 11957 BEAM "A" SIZE SEAT TO BE FLUSH WITH ~ SIDES OF "A" FOUNDATION/ 1ST FLOOR NOTES: ¢~ 6_ 6_ 1. REFER TO A-001 FOR ALL STRUCTURAL NOTES WITH POLY THIN-SET 2. SHEAR WALL. 1/2" PLYWOOD ON CLOSET ~ ~ 3/4" THK PLYWOOD SUBFLOOR ~ SIDE. 2X BLOCKING BEHIND ALL SCREWED AND GLUED HORIZONTAL PANEL EDGES. NAIL PLYWOOD PANEL EDGES 4" cc, 12" cc OTHERWISE. R-50 FLOOR USE 1Od NAILS. SEE FIRST FLOOR FRAMING INSULATION ~ FOR ANCEIORAGE OF POSTS ~r_~~_ 2~ 2- ~/~ : ~g I~ Jh WOOD BATTENS ~ FIRsTINDICATESFLooRCEILING HEIGHT ABOVE FINISHED ~ ~ ....... ~.~ ........ ~.', BLOCKING BETWEEN JO~STS ~; ~ (TYPICAL) ~ ¢:~ ~,% ~ ~, Yl . /Z ~ TYPICAL 1ST FLOOR FINISHED CEILING SEE SPECIFICATION 5/8" GYPSUM BOARD EACH SIDE -~ 2X4 STUDS @ 16" c.c. SEE NOTE #5 ¢~ ~_ ¢_ 6_ LINE OF ROUGH FLOOR - NTS 3 ISSUED FOR STRUCTU~L ENGR. R~EW 01-28-02 ~ SCALE: ~'~'-0" . . ~ A . " 2 ISSUED FOR STRUCTU~L R~IEW 01-02-02 1 ISSUED FOR CONSTRUCTION 08-07-01 G RE-ISSUED FOR BUILD DEPART R~IEW 03-07-06 F RE-ISSUED FOR BUILD DEPART R~IEW 08-1~-99 E ISSUED FOR STRUCTURAL R~IEW 07-29-99 B ISSUED FOR BUILDING DEPARTMENT R~IEW 05-13-99 W I N D 0 W / G L A S S D 0 0 R S C H E D U L E ~SSUE DESCRIPTION DA~ ANDERSON REMARK MARK ROUGH OPENING (W X H) dATERIAI TYPE GLAZING MODEL ~ ARCHITECT'S SEAL ~ 2'-101/8" X 5'-51/4"~ 2'-102,__ 4~"1/8"X 2'- 4~"X 4'-51/4" WOOD DOUBLE HUNG CLEAR DOUBLE-PANE 2852WOODwooD CASEMENT/ ~'~':~/~ INSULATING % 0%Ov 18" BLUE LABE~5~.~AR ~ ~ THE WEATHER ~ DOUBLE HUNG CLEAR DOUBLE-PANE 2842 INSULATING //,.. a, j N ~ 2'-10 1/8"X 1'-9 1/~" WOOD TRANSOM CLEAR DOUBLE-PANE TR28'8 UNIT DIMENSIONS ~ ¢15 SATURATED ~ ~ ~- ...... INSULATING FELT ~ ( CLEAR DOUBLE-PANE EGRESS WINDOW / 5.? 5¢ ~ - ~ . ......... / INSULATING - - - 1/2" PLYWOOD ~ WOOD TRANSOM CLEAR DOUBLE-PANE TR2416 UNIT DIMENSIONS SHEATHING 5/8" X 1/4" . . INSU~T~N~ . . ........... R-19 BATT D A N I E L R O M ~ A L D E Z · A R C H ] T E C T S ............... INSULATION ~ 5'-0" X 6'-8" WOOD FRENCH DR CLEAR DOUBLE-PANE FWHS068APLR VAPOR BARRIER AT TEL (212) 989 8429 FAX (212) 989 8986 INSULATING INSIDE FACE OF STUD NOTE: ALL NEW INTERIOR DOORS SHALL BE 2'-6" X 6'-8" SOLID CORE WOOD DOORS UNLESS OTHERWIS~ NOTED P~O~ECT - ~x. STUOS e ~e" o,~. BANCROFT RESIDENCE 58099 MAIN ROAD ORIENT, NEW YORK 11957 SECOND FLOOR FRAMING / FIRST FLOOR P~N dMS/dMG 9909 WINDOW / GLASS DOOR SCHEDULE ANDERSON REMARK MARK ROUGH OPENING (W X H) dATERIAI TYPE GLAZING MODEL # ~ 2'-10 1/8" X 5'-5 1/4" WOOD DOUBLE HUNG CLEAR DOUBLE-PANE 2852 INSULATING (~ WOOD DOUBLE HUNG CLEAR DOUBLE-PANE 2842 2'-10 1/8" X Q 2'-10 1/8" X 1'-9 1/4" WOOD TRANSOM CLEARiNsULATiNGDOUBLE-PANE TR281B UNIT DIMENSIONS ~ 2'-4~" X 2'-;7~': ~ WOOD CASEMENT INSULATINGCLEAR DOUBLE-PANE EGRESS WINDOW ~ ~,_~¢,~~' ~ m~ 'H~G CLEAR DOUBLE-PANE TW~ ~SUL&T!~ NOTES: 2-MST37 CORNER OF 2-MST37 'CENTERED AT :FOP PLATE 2 SHAPED LVL'S. CENTERED AT CORNER ~X4 POST BELOW LAP PER DETAIL. i ~ ................................. ~ ' 2. ~R FULLY AT TOP AND BOTTOM × × I I I I I - I / I 3. BLOCK ALL UNSUPPORTED PLYWOOD EDGES AND \ ×//× I I I I BLOCKED ./ I I I/~i STORAGE × I EDGE NAiL WITH 10d@6" O.C., FIELD NAIL WITH CS 16X24 ] / /4X6 ~ [ I I I DIAPHRAGM / I I I × I 10d@12" O.C. CORNER oFCENTERED AT I ///%\/ W ~ ¢ T~ I ] Il x ] ~ I ~ / / II ~¢' SHORE ROOF STRUCTURE DURING ROOF FRAMING TOP P~TE--% / I / I I / D UNTIL SH~THING IS COMPL~ELY INSTALLED. i I I ~ ~ I 4x4 I iI I % , ~ I 5. (5)2X4 POST UNDER HIP 8~MS ~PICAL. HOLT i~ i ~ I POST I I ~ ' / ~ (3)~4 I B~M TO COLUMN WITH STEEL COLUMN CAP. -~ CHLSgO , 2~,,14" LVL ~~? , / x I I / I 6. REFER TO A-O01 FOR ALL STRUCTURAL NOTES I ~ ~ ~, '~(~PICAL) = [~ I ~ ......... ~ ...... ,--~ ' ' I ~ FLOOR WALL WITH HURRICANE ANCHORS II il 2 -6" ,9[-4 1/: II 6'-8 1/2" 3'-6 1/2" 15 / xx II iI BELOW II '~ I I 2-LVL'S SHAPED WITH B-lCd 4 RE-iSSUED FOR BUILDING DEPT. REVIEW 02-08-0,~ © 16"0.C. EDGE NAIL HIP BEAM PER PLAN. SHAPE B ISSUED FOR STRUCTURAL ENGR. REVIEW 01-28-0: PLYWOOD. ~x~ FOR FULL CONTACT OF 2 ISSUED FOR STRUCTURAL REVIEW 01-02-0~ PLYWOOD, EDGE NAIL PER ISSUED FOR CONSTRUCTION 08-07-01 NOTE (5). BREAK~ //~'NNER LVL G RE-ISSUED FOR BUILD DEPART REVIEW 05-07-0£ ~ ~ -I F RE-ISSUED FOR BUILD DEPART REVIEW 08-1B-9,c ._ " I E ISSUED FOR STRUCTURAL REVIEW 07-29-e. ~ o ~: OUTER LVL O ISSUED FOR BUILDING DEPARTMENT REVIEW 05-t3-9c~ < 8'-0" LAP MINIMUM. ~ "4'-0" MINIMUM EACF ISSUE DESCRIPTION DATE STRAPS FER PLAN WRAPPED~ ---________ ~ ~o SIDE OF BREAK. AROUND CORNER, CENTER AT ' ~,~ Q) ARCHITECT'S SEAL 12 EDGE NAILING PER NOTE #3.~ ~ CORNER. STEEL SEAT. BEAR ON PLYWOOD PER STRUCTURAL ~//~/' /~ NOTES. / PLAN FROM 5/16" PLATES, ~ ~ ~/.~ LVL BEYOND ---- ROOF RAFTERS PER PLAN. 2" \ / ~ I MINIMUM BEARING. I I I DANIEL ROMUALDEZ eARCHITECTS BUILD OUT FASCIA x-~- 3-163 EACH RAFTER. 3-16d MIN. x ' ' I · · · · · PER ARCHITECTURAL ~ HiP i ~ HIP BEAMS DRAWINGS. STRAPS N~3'3"5"]3" PER PLA ~ k~lkl I 119 WEST 28rd STREET, NEW YORK NEW YORK 10011 ~ , NOTE: , L, END USE 5-16d EACHROW, TEL (212) 989 8429 FAX (212) 989 8986 2 X 6 STUD - BETWEEN ROWS DISTANCE NO LESS THAN 20 ROWS. OF NAILS S-16d MIN. /' L (60-16d TOTAL EACH SHAPED LVL'S SIDE OF BREAK). BANCROFT RESIDENCE STAGGER EACH ROW OF 58099 MAIN ROAD NAILS. -- ~ PLAN ORIENT, NEW YORK 11957 ~ ~ ELEVATION SECOND FLOOR PLAN A RIDGE TO HIP BEAM CONNECTION I ROOF FRAMING PLAN : = 0 ~, AS N OllED SCALE: 1 1/2"=f-0" 1 March 30, 1990 A- 102 JMS/JMG 9gog 12 12 6~ L_ · L_D ASPHALT 12 SHINGLE ROOFING TYPICAL ANDERSEN DOUBLE HUNG WINDOWS AND DOORS WITH HIGH PERFORMANCE LOW E 12 GLASS. ~PICAL CEDAR SHINGLED SIDING ~PICAL EXISTING NATURAL GRADE 12 · 2 L_J ® ® L_2 NOTES: 1, REFER TO A-O01 FOR ALL STRUCTURAL NOTES 2. REFER TO DRAWING A-501 FOR TYPICAL ROOF CONSTRUCTION. 5. REFER TO DRAWING A-101 FOR TYPICAL WALL CONSTRUCTION 4. REFER TO DRAWING A-lO0 FOR FOUNDATION DETAILS 2 1 G F E RE-ISSUED FOR BUILDING DEPT, REVIEW ,SSUED FOR STRUCTURAL ENGR. REVIEW ISSUED FOR STRUCTURAL REVIEW ISSUED FOR CONSTRUCTION RE-ISSUED FOR BUILD DEPART REVIEW RE-ISSUED FOR BUILD DEPART REVIEW ISSUED FOR STRUCTURAL REVIEW ISSUED FOR BUILDING DEPARTMENT REVIEW iSSUE DESCR[P HON 02-08-02 01-28-02 01-02-02~ 08-07-01 03--07--0L 08-13-9~ 07-29-9~ I0~ -13-9~ )ATE ARCHITECT'S SEAL DANIEL ROMUALDEZ eARCHITECTS 119 WEST 25rd STREET, NEW YORK NEW YORK 10011 TEL (212) 989 8429 FAX (212) 989 8986 PROJECT BANCROFT RESIDENCE 58099 MAIN ROAO ORIENT, NEW YORK 11957 EXTERIOR ELEVATIONS AS NOTED March 30, 1999 JMS/JMG ggog A 201 12 1" THICK RIGID INSULATION 4X4 OAK 2X2 TOP AND BOSOM OAK RAILS 1X1 OAK BALASTERS PROVIDE 2X10 BILCO "'NB" INSULATED FIBERGLASS ACCESS HATCH WITH WATERPROOF GASKET SEE NOTE #3 1" THICK RIGID INSULATION' PROVIDE CONTINUOUS FLASHING C EXTERIOR ELEVATION SCALE: f'=l'-O" o EXPOSED BEAM BESSLER SPACE FOLDING STAIRWAY / (ROUGH OPENING 22XD4) 2X6 DORMER RAFZERS ANDERSEN CW125 EGRESS WINDOW 2X10 ROOF RAFTERS @16"0C STORAGE STORAGE 2X6 STUD WALL WITH R-19 INSULATION (ISTING NATURAL GRADE 1/2" DIA STEEL COL ASPHALT SHINGLE ROOFING BUILDING PAPER 1/2" PLYWOOD SHEATHING REFER TO STRUCTURAL SPECIFICATIONS FOR ROOF RAFTERS R-30 BATT INSULATION D TYPICAL ROOF DETAIL SCALE: 1 1/2"=1'-0" NOTES: REFER TO A 001 FOR ALL STRUCTURAL NOTES 2 REFER TO A-101 FOR TYPICAL FLOOR AND WALL DETAILS. CONTRACTOR SHALL FURNISH AND INSTALL METAL ROOF SCUTTLE TYPE "NB" AS MANUFACTURED BY THE BILCO COMPANY COVER RAVE 3" BEADED FLANGE AND FORMED REINFORCING MEMBERS WELDED TO SUPPORT MINIMUM LIVELOAD OF 401L/SO INSULATION SHALL BE GLASS FIBER 1" THK, FULLY COVERED AND PROTECTED BY METAL LINER. IT SHALL BE FORMED WITH 3 1/2" METAL FLANGE WITH HOLES PROVIDED FPR SECURING TO THE ROOF DECK. CURB SHALL BE EQUIPPED WITH AN INTERGRAL METAL CAPFLASHING OF THE SAME GAUGE AND MATERIAL AB THE CURB, FULL WELDED AT CORNERS FOR WEATHERTIDHTNESS CAPFLASHING SHALL BE EQUIPPED WiTH BILCLIP FLABHING SYSTEM, INCLUDING STAMPED TABS AND PAK-ROPE INSULATION ON EXTERIOR OF CURB SHALL BE RIGID FIBERBOARD 1" TI-IK D. iNSTALLATION SHALL BE IN ACCORDANCE WiTH MANUFACTURER'S INSTRUCTIONS 4 B 2 G E D RE-ISSUED FOR BUILDING DEPT, REVIEW ISSUED FOR STRUCTURAL ENBR, REVIEW ISSUED FOR STRUCTURAL REVIEW ISSUED FOR CONSTRUCTION RE-ISSUED FOR BUILD DEPART REVIEW RE-ISSUED FOR BUILD DEPART REVIEW ISSUED FOR STRUCTURAL REVIEW 02-08-02 01-28-02 01-02-02 8-07-01 03-07-00 08-13-9~ ISSUED FOR BUILDING DEPARTMENT REVIEW 05-13-99 ISSUE DESCRIPTION DATE DANIEL ROMUALDEZ -ARCHITECTS 119 WEST 25rd STREET, NEW YORK NEW YORK 10011 TEL (212) 989 8429 FAX (212) 989 8986 BANCROFT RESIDENCE 38099 MAIN ROAD ORIENT, NEW YORK 11957 BUILDING SECTIONS AS NOTED March 30, 1999 JMS/JMG 9909 A-501 "~: ,~ :'?DYEL a' A~ES~OR$ BUILDING I~CLODNG:BUTNOT, ''*' ~ -~ ~ ',~ ' ~,A.D. ACCESS DOOR ' .... L,L.- "LOTEINE. ', ; ~,~ .aa~a" ~?~,, tOrtpe.~r~,~pech;~ly,s,.,nCuding ~.e.?ew ?r~ State BJ~dmg~., : . , ,., , : . , ~ . Ak ALU U , LAV LAV TORY e ou ons ' MA ]0 [..QUIPMEN~ MA~ERIAL~ AND,THeIR, ~CURI~Y ON - - ~ - , ......... ~,~ W~ THE NEW YORK STA~ ~NERGY CONS~RVATON ' ' ' TN ~':' ~" ', ' , ..... "APPROX- APPROX MA/ELY " ' M S ' MARBLE SADDLE rwq~,.u-a '. ' ' ' ~*~ -~ ~ ...... ' . .x ......... .... , ..... ,, . , ' ' capacity of 3 000 oaf. AaequaCy of beor ng stratum she be var ~ed p f e d and,' , , i i i i ';' ' I 3 ALL' WORK 'SHALL FULLY CON~u~M 'W IH IH~ m CB ' ' CONCRETE BLOCK MECH MECHANCAL " ~t~ k,. ~. " k. J-g~ A;.~.*~.* ~.A. + ...... >~....+. ~..* ~¢+~ .~ ' ,,, ,. ', :'REQU REMENTS OF THE BO LDINO &ND ELEC~ICAL . ' ' T , ' ' '' P' ~ '' I ...... I , r , ~ Bh~ nr GrW V~ ~t~' TUt ~W YnR~ ~T~ - C~. , CEOSE . B~. METAL . fpobng elevat on ~ required. ~e oWger is responmble for Site JqveS~lggtlOn. ~Z., w~ ~ ~ Period ~ n kid ~lnnl~e ~Mn nnnpq ?~ ~¢J~ ~ ~ ~,) .... '~ ' ~' '~,~g'~And ~e~ w aH ~m~ aH~tr~ a~tn ' ' CLG CEDING , MN~ MNMUM 2. Mrnlmum foundation retnforcemeo~ shall cosmst of , ......... - ,' .... ~E~'~.~,'u~ ,lme~ hwm~ ~ ~v ~n Tu~ CL CENTER LINE , U~ MASONRY OPENING Foetin~s: 2~4.contmuous,paced 5 cear from the bo[tom and sides Lap,2-O OUTSIDE AR FILM 00,17 OUTSIDE AIR FILM 00.17, -, "-, ~'~n¢ 'p~cT nrq ', , ,' C 0 CLEAN OUT '~ T ~ Nn~ TO SCALE ,, Wa a '2~4 con[nuous p ece~ 2 be ow'top of wolL..L~p 2-0 . . CEDAR SHINGLES 00.87 INSULATED GLAZING 02,1 VEl '' I ' ' '' ; ' ' ' ~' .~ ' ''~J~OnJ 'J~JkJT ' .,~ '.,-,,m~ Wa daws s' ~4 0,2'-0""0. C. 'Embed var[ica eg 9 nra foot ng'w th 90 degree 6 15 POUND RAPER '00,06 , NSIDE AIR FILM 00.68 5. " ' ' ' ., ',: ' , , ,, . , , , , , ~, ~,.q,~ ..... ,, . ~u. ]~u~o~ , . ', . ' ,, - ,_ - . , PL~OOD SHEATH NG 00.62 ' /1 ~E-~O~RACTOR SHALL OBTAN AND PAY FOR .ALL, C T. CERAMIC TILE 0 A OUTS DE AR hook at and, embed ~,?bcal leg 1 8 mia wall,. ~.. , , , r ' PERM TS 'REQUIRED ~O'F[RFORM'~E WORK BEFORE ' ' ' 5. Dp no~ place ,backfill against basement walls ~nt~l a~l floors Dracmg these wahs are ',:, COMMENCEMENT O~ ~E WQRK, ,THE CON.ACTOR 'INSULATION 19.00 AREA = 309 SQFT ' ' FRA lNG UNTIL SURVEY.,-, C.W, COLD wATER 0.0.' ON CENTER in place and the doncrete walls hove o~tained their 2B da)', strength. GYPSUM BOARD 00.45' R -- 2.95 ,NOTIFY 9UILDING,,DEPARTMENT M " " . ' . INSIDE AIR FILM 00.66 U -- .3`36 OE FOUNDATION LOCATION · ' ]- SHALE' SECURE' ALL CERTIFICATES.OF INSPECTION AS i" [ CHANNEL , b,D. OUTSIDE DIAMETER 4. All exterJor footings sho be placed a minimum of `3'-6" below final grade. 76B-lB02 9 AM TO .4 PM FOR THE . ' . ' FOLLOWING ~NSPECT~ONS' HAS BEEN APPROVED. THE.CONTRACTOR SHALL FILE REQUIRED CERTIFICATES OFqNSURANCE WiTH THE DEPARTMENT OF BUILDINGS.: :REQUIRED BY ALL AUTHORITIES HAVPNG JURISDICTION OVER' THE WORK AND'"SHALU DELIVER SAME TO OWNER, -USE TAX, SALES TAX'AND ANY OTHER CHARGES :RE~-AT!VE TO THE CONSTRUCTION OFTHE PROJECT AND PAYMENT )'F :SAME. ARE- THE RESPONSIBILITY OF THE CONTRACTOR, -AT THE COMF~LE'~ON OF THE WORK, DELIVER TO THE OWNER ALL REQUIRED PERMITS, CERTIFIC 5 OF APPROVAL. AND -WARRANTIES CALLED :!~ 'FOR IN SPECIFICATION. SHALL VISIT THE,,SITE AND ,AQUAINT" HIM OR HERSELF. W~TH ALL EXISTING CONDITIONS. DO'SO,WILL ,NOT RELIEVE THE CONTRACTOR' ;!~ILtT¥;IN PERFORMANCE OF THE '' cONTRACT. - Z ' ',' 1,'7 ALi; DIMENSIONS SHOWN "ON THE'DRAwINGS OR MENTIONED IN,THE:SPECIFiCATIONS ARE DESIGN · 'IONS FOR pU.RPosEs 'OF PLANNING ONLY AND "' ' 'SHALL BE VERSIFIED WITH THE' CONTRACTOR'S ..' MEASUREMENT oF ACTUAL D~MENSIONS IN THE FIELD. 1.8 ALL REQUIREMENTS SPECIFIED IN APPLICABLE FEDERAL; STATE AND LOCAL CODES SHALL BE ADHERED TO AS IF ' 'THEY REPRESENTED ON ,THE DRAWINGS. ', THIS TO MEAN THAT ANY 'OF THE FORTH IN THE DRA~NGS · , .MAY BE MODIFIED BECAUSE TI~E7 ARE: MORE STRINGENT , THAN THE CODEiREQUIREMENTS ORARE ,NOT '- ' SPECIFICALLY REQUIRED BY ,CODE. 1.9 , THE CONTRACTOR SHAFL.VERIFY ALL coNDITIONS IN THE FIELDPRIOR TO'COMMENCING SUBSEQUENT WORK, 'AND SHALE REPORT ANY DISCREPANCIES bETWEEN THE DRAWINGS ANO FIELD CONDITIONS TO THE ARCHITECT IN ia TIMELY,MANNER. 1.10 PLUMBING AND 'ELECTRICAL WORK SHALL BE PERFORMED CED. '-CLAD COL. COLL~MN CONC. ,CONCRETE CONN. CONNECTION CONST. CONSTRUCTION CSK. ' C{~UNTERSUNK D.L DEAD LOAD D,S. DOWNSPOUT , DET. DETAIL DiA. 'DIAGONAL DIM, DIMENSION PWG ~ DRAWING E.J, ' EXPANSION JOINT E.L. EMERGENCY LIGHT ELEV. 'ELEVATION, ~LEVATOR ELEC. ELECTRIC(AL) LQ. EQUAL ,, EQUIP. EQUIPMENT EWH ELECTRIC WALL HEATER EXT. EXTERIOR , E~IST'G EXISTING F,D, FLOOR DRAIN F.E. FIRE EXTINGUISHER "F.H.C, FIRE HOSE CABINET F,p. FIREPROOF F.H.R. FIRE HOSE RACK FL. FLASHING" FLR, FLOOR FIN. FINiSH(ES) ' FIXT. FIXTURE FPSC FIREPROOF SELF CLOSING (DOOR), GA. GAUGE Gl. GLASS ~YPE DYP.BD, GYPSUM BOARD ' H~B. HOSE BIB HGT HEIGHT OP'G OPENING P.L PROPERTY LINE PLBM'G PLUMBING Q,T, QUARRY TILE RAIL'G RAILING R.D; ROOF DRAIN REF. REFRIGERATOR REINF. REINFORCED REQ'D REQUIRED RM. ROOM S. SINK SAO. SADDLE S.C, SOLD CORE S.F. SQUARE FEET S/S SERVICE SINK STN.STL~ STAINLESS STEEL SCHED. SCHEDULE SQ; SQUARE STD. STANDARD STL. STEEL T, TREAD/S TEL. TELEPHONE T.O. TOP OF T,O,C, TOP OF CONCRETE TYP. TYPICAL V, CiT. VINYL COMPOSITION TILE V~ST: VESTIBULE V.I.F., VER!FY ~N FIELD W/ WITH W/O WITHOUT W.C. WATER CLOSET W.P. WATER PROOFING W,S. WOOD SADDLE WD. WOOD W.W.M. WELDED WIRE MESH 5, A line connecting the- dearest points o~ the bottoms of any two footings shall not hove o slope greeter thonl 'very~col to 2~horizontoL Verify bottoms of existing ~ootihgs. 6. Pres{uFa IreD{ed sills shall be anchored to the foundation wall with ½" anchor bolts With a 4" 90 degree hook at the end, The baits shall be embedded 12% Locate bolts et corners, sides of wall openings In the stud wails, and '6'TO" CONCRETE 1. Ali concrete work shell, confbrm to the ACl ~'Building Code Requiremso~ ~or' Reinforced Concrete" (ACl `31B), Iotest edition. 2. Alt concrete shall be normal weight concrete with a minimum ultimate compressive strength of .3000 psi at 28 dayS. 3. Reinforcing steel shall be deformed bors conforming to ASTM A615, Grade 60. Reinforcing steel shall be detailed according to the ACI Manual of Standard Practice (AcI `315), latest edition. 4, Comply with the recommendotidns Of.ACI 306 for cold weather concreting ond ACI `305 for hot weather concreting, 5, Welded wire fabric (WWF) shall conform to ASTM A185, with a minimum ultimate tensile strength of 70,000 psi. 6. Coordinate size end location of all openings and pipe sleeves with architectural and mechanical drqwinge. ~JjnJmum concrete between sleeves shah be 6% 7. All grout shall be n'onshrink with a minimum compressive strength of 5000 psi. B. Slabs on ground shall be 5" thick, poured over a 6" layer of porous fill with a 10 mil. polyethylene valbor barrier, between slab and porous, fill. Provide 6X6 W2.0 X W2.0 welded wire fabric plabed 1" from top of slob in oll slbbs on ground. FRAMING LUMBER AND ~]~BERSr 1. All framing lun~ber work shall conform tq the following governing standards: A. American Institute,of Timber Cohstruction, "Timber Construction Manual." latest edition,' B. NaUonol Forest Products, Association "National Des]ch Specification for Wood Construction," latest editiom 2, Fromlng tumber shall be of the following minimum 9rqde end'specie for the specified use. All lumber shall be graCe-stamped by a recognized grading agency and shall be surfaced dry. Rafters: Douglas Fir Larch #2, Fb=900 psi, E=1,600,000 psi Joists: Douglas Fir Larch #2, Fb=900 psi, E=1,600,000 psi Studs: Dougla~ Etr Larch Stud Grade, kiln dried, Fc=850 psi, E=1,400,000 psi Plates: Dougla~ Fir Larch Stud Grgde AREA = 1059 SQFT R = 21.85 U = .045 ROOF~ CEILING OUTSIDE AIR FiLM 00.17 ASPHALT SHINGLES 00:44 BUILDING PAPER 00,06 PLYWOOD SHEATHING 00,62 INSULATION 30,00 GYPSUM BOARD 00.45 INSIDE AIR FILM .00.68 AREA = 1960 SQFT R = 52,42 U = .0`31 ROOF/ SCUTTLE OUTSIDE AIR FILM 1!' THK GLASS FIBER INSIDE AIR FILM AREA = 25 SQFT R = 4.85 U = .20 THERMAL RATING OF COMPONENTS AS INDICATED IN PART 6 CHART 6A. TABLES 6,1 - 6.5. WALL TYPE #1 @ CEDAR SIDING +124 ROOF/ CEILING +030 ROOF/ SCUTTLE -004 WINDOWS AND DOORS -069 TOTAL +81 > 0 00,12 04.00 00.68 1. FOUNDATION - TWO FOR POURED CONCRETE" ' 2. ROUGH o FRAMING & 3, IN 6ELATION , 4., FINAL - ClONSTRUCTION BE COMPLETE FOR C,O. ALL CONSTRUCTION SHALL TBE REQUIREMENTS OF THE NA STATE CONSTRUCTION & 'CODE[S. NOT RESPONSIBLE rOI DESIGN ( OCCUPANCY OR' USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY. ' UNDERWRITERS CERTIRCATE; REQUIRED If copper tubing is used for water distributing system; piping shall be of typ~s K or L only PROVIDE sMoHEoD£TECTIN~, ALAR~ DEVICES PLUMBING., ALL PLUMBING WASTE :; ~ ' "' & WATER ~INEs NEED " TESTIng BEPORECOVERING PROVIDE~A HRi FIRE ~:' ;' :r I'%'1 RATED SEpARATION TO , ,." ' :;,' :" PART.?717.3 (f) (!) OF' , ¥. STATE BU, I[D/NG CODE' r ~ PROVIDE AN?6SCAtD AND/OR THERMAL SHOCK PREVENTING ' ',- Z, ::, .....', , DEVICES AS TO pART. 902.6 K)" N.Y. STATE BUI[DIHG CODE. ; , .: , ';:',',,:, PLUMBI:I't(;I:I~IIt'IC~IIUIV ' ' ' ON LEAD CO~ITEN, T BEFORE ' ,' , CERTIFICATE bFobcuPANCY ,; r ' , SOLDER USED ~N WATER ' :. SUPPLY SYSTEM CANNOT" EXCEED 2/10 OF I% LEAD: ' '~" ,BY pERSONS LICENSED IN THEIR' TRADES. WHO SHALL AR,RANGE,FOR AND',OBTAIN INSPECTIONS. ANO REQUIRED Beqms Oouglas Fir Larch #1, Fb=lO00 psi., E=l,7Oo, ooO,ps[. A~ ~ P/~RT. 721.1 ' H~M. ' HOLLOW METAL Posts Douglas Fir Larch #1, FC=IO00 psi., E=l,600;OOD psi. H~P HIGH POINT ~IVlJJ IIUILDIN6 CODE, IH~- ~ , L ~ ~,,,~ , aLL WORK HR.H.W.HoTHOURwATER 3. Nailing shall confo,m to BOCA. D R A WI N G /I S T ,~,. CON~;LTOR ,S,,A/L C~O~i.,,.T~ ;,, . 4. ~ere framing lumber Is'flush framed to MICR(;=LAM, g(u-lam or steel girders, set AUTHQ~TIES-, ' ~T'G HEATING 5. S~ud beoring ~ll~ ore ~ be 2 x,4 ~ 16" o.c, ct the ~nterior ~nd 2 x 6 ~ 16" THE CON.ACTOR SHALL BE REsPoNsIBLE FOR THE c.c. et ~he ~xter~F ' ~D__.~,,,. ~ ~ ~., PROTECTION OF ALE CONDI~ON~ AND MATERIALS WI~IN '6. All rafters and Joists shall aflgn d,irectly wi[~ studs below; where required install A-O01 GENERAL NOTES AND SPECIFICATION THE PROPDSED coNs~ucTION AREA.- ~E additional studs. N.Y. STATE BUItDING CODE. CON'ACTOR SHA~L DESIGN 'AND iNSTALL ADEQUATE 7. USe double studs ~t ends of walls ond ends of' wa~l openings, SHORING AND ,BRACING FOR ALL STROCURAL TASKS. 8. U~ doub~ ~ri~m~ ,,d he~ders ~t ~, 6oar op~,i,g~ wh~re b~om~ or~ ~ot A 1~..--.__ FIRST FLOOR FRAMINC/_ FOUNDATION PLAN ~E CONmACTOR'SHALL HAVE SOLE RESPONSIBILITY designated· A--101 SECOND FLOOR FRAMING / FIRST FLOOR PLAN 9, L~p olt plates ~t corners ~nd ~t intersecUon of porDtions. FOR ~NY DAMAGE OR INJURIES CAUSED BY OR DURING ' E~ECU~ON OF"~E WORK, ' 10. Unless,neted,otherwis,e, provide he~ders over ~ll o~enings os follows: In[erior wolls , ~' THE (2) 2 x 10's, Exterior w*lls (3) 2 ~ ~O's. A-102 SEGOND FLOOR ~LAN/ ROOF FRAMING 1~13 THE CON.ACTOR sHALL LAYOUT ~EIR 0~- WORK AND 11, Unless noted otherwise, at the ends of off beams, headers and girders, pro~tde a A 0~1 ~i~N/ATInMq SHALL ~,~.~ ~w~hc'~'t DIMENSIONS REQUIRED ~OR OTHER , built-up or solid post whose w~dth is et least equal to the,, width of the member it ~--~. ~UILD[NG ~-,~,.~ ~AD~ (PLUMBIN~ ELECTRICAL, E~C,) is supporting and whose ~ep~h ts 4~' et interior walls and6 at exterior walls. ~ere , .... . post~ are specified on the drawings, they shall be solid timbers, not built ~p from A-501 SECTIONS E~iS~NG CONDITIONS ' ,I2. Provide cross bridging et m~ximum 8'-0" o.c, for oil joists. No ne~ or exisUng 2-'' 'AT ~E' APPEARANCE OEA BISOR~*ANC~ OR CONFLICT S YM B 0 LS ~o'et, sh~'l be'c,t or notched w,thqut B~T~EN THE INFORMA~ON INDICATED ON THE MANUFACTURED WOOD PRODUCTS: BRA~NGS ANB THE ~ONDI~ONS IN THE FIELB OR A 1, ~IdRO-LA~ (L~) Beams: Mcnuf~ctured by Truss ¢ois~ M~cMilldn Corp. - 'DISCREPANCY OR ,CONFLICT BETWEEN DRA~NGS AND/ Fb=2600 psi, E=1,900,000 psi (or approved equal) OR DRA~NGS AND SPECiFICA~ONS, IT SHALL BE THE ., '~--~'"'~'~"~U~IUmHT OF ~HE 'CON'ACtOR TO PROMPTLY ' 2. Parallel Beams (PSL): Manufactured by Truss Joist M~cMi~l~n Carp Fbi2900 , REPORT, ~E MA~T~R ~0 ~E ARCHI~C~ FOR ~ DOOR NUMBER REFERENCE. psi,3. TjIE=2'OOO'OOOmembers: ps by Trdss Joist MacMillan Corp, ' N~ERPRETA~ON~ ~E ARCHI~CT SHALL ,MAKE A ~ REFER' TO DWG, A--X FOR SCHEDULE. ,.,~nu.ac~ure~ ~or TIMELY,DE~RMINAT[ON TO CLARIFY ANY SUCH , ~ PL~OOD : ' DISCREPANCY,': ' ' ,, ' ' _' ~ ~ WINDOW NUMBER REFERENCE, 1, Pl~ood sheathing shall be RA~D SHEATHING and APA grade Stomped for specified REFER TO DWG. A-X FOR SCHEDULE. sp~n, shah be m~de with exterior glue and sh~ll be of the following thickness: Roof I I N" 'N Y T' ' ' , ', , , 5/8", Floors 5/4'~ Walls 1/2". Index stamp shall be visible on all sheets. A PARTITION ~PE TAG. 'REFER TO 2. 'All pl~ood shotl be glu,e nailed to floor joists using APA approved construction 3:1] ALL NEcES~AR~ DIMENSIONS AND RELATIONSHIPS ARE ~ DWG. A-X FOR SEC~ON DETAIL, odhesiv'e (B.F. Go6drich PL400 or approved equaL) ' ,' iNDICATED ON TRE DRAWINGS AND SHALL BE S~ICTLY 3. Use plycl ps or ,oth~ edge support as required for pl~ood sheathing. J 4. Reave 1./16" ~ce et oll pl~ood panel end iai?ts ~nd 1/8" space at oil pone1 [ . COMPLIED WI~., ,DRA~NGs SHALL NOT BE SCALED. , ' DETAILNO. ~ .~ ~ ~ ~ ~ --.~ - USE ~ITTEN'DIMENSIONS OR ~ITTEN INDICA~ONS OF edge joints~ , , J ' RELA~gNSHtP ONLY. , , SECTION/ ELEVATION DETAIL ~ ~ ~ ~1~4~ ~ ~ ~ ~ -J~ ~.~/4" ",, ~--X~ REFERENCE ' TJ~BER CONNECTORS J .... TO DRA~NG doiet hangers, cross bridging and o1'1 conn~tors for Wood construction shall be '3:2 ~E. CQN~OR SHALL ~AYOUT~E ~CHI~CT'sALL WORK APPROvA[PRIOR ~ : ,0/y.: l~alvQnized steel as ~anufoctured by Simp~on or approved equal. J ' 0¢~E LA~OUT MUST'BE OBTAINED 'BEFORE PLACING , - supplied by monufoctured Shah b~ used for,required nailing, j~' ~1/¢ )1 il t I , ANY E~EMEN,T'OF ~E ~WORK. , J ~TAIL~. : ~ 2. Provide ga~vanfzed metal post b~ses and post ~aps (Simpson t~e CC or equal) ot j' , , , ,r , ' i ~.' all posts. Select post bos~s that o~e designed to be anchored to [oundotions with I , I I 1/4"~ ~ ~ 1/4" 11t ~/4;' ]" '", .'J ' ' bots or p etes embedded mn the ~oncrete. I 2" J ~ J ' INSURANCE' ' ',:' ' DETAE REFERENCE ' 3 Provde me~ beam hangers at ,o ]o ets gush framed to ~edms..~er~ beams , r'' I ' ' ' ¢" r '¢RA~NG NO '" ' ' a~e flush framed'to other ~eams use top flange metal beam hangers. . . . ¢,1 ~E CO~ACTOR SHALE COMPLY ~, A~ NA~ONAL~ : : ' , ' ~ ; 4 Provde meta hurr cane anEhors at each rafte~ S mpson H5 or H7 or OS reqb Pad - ~ ~HOWER ~ " S~ATE ~ND LOCA~ LAWS. AND ~OSE RUL6S'AND , , ..... by the Oca govemng 'bd dng code , :,I Ir , " REOULA~ONS REQUI~ED BY,~E BUIL~NO',MANAGEMENT , , , , , , , ,, , , , . , ,, IIANDJCON~MP~AT[D ~'-~E~DRA~NGS AND SHAL~ ' ~ DATUM EEEVATON REFERENCE ', :i A s~cturg "stee wo~k sho confbrm '~o~ fo Owog gov~mn~ standards: ' , ' ~ ~ .U ~ . ~' "- ~1 ~ Z' ~fl ~ Y'-". , ' ,' ~ · REOUI~E EACH SUBCON~ACTOR [ND~DUAL OR ': ' ~ ' 'A ASC "S~ecflcdton for 'the Desgn Fobrcaton and ErectCn of,St~uctura Stee for CO~ U J CO,CE NPE FORMING, WORK m LIKEWISE COMPLY. , ' , , .......... 2 4 ~ ' ' , ~ ~ ..... ,, , - Buddings .latest edmbo~ ~ ~ ~ N' J 4 , , . , ,, ~ & ' ~r ~b~'Ji ¢~.~¢'nfM¢~ , , , ' ,d ,,-, , '' ' B 'The Amerc~ Wedng Socety (AWS 01 , 1) Code for Weldlng,m Bu[d~ng - ,4P , ' , , , , ' . NA1 ....... B AS~ Grade ~ _ ~ ...... ISSOE RE'ISSUED FOR BUILD DEPART BE-ISSUED FOR ISSUED FOR " .aE~c~iPTro~! , ,' ': ,,', .... A N I B'~' R O;M U A'L ' "~ ..... ..__ ¢" P-3 , . PJ.z 1. , AP'eOX t,.OCA,TON - ...... ~., . '27':¢ . , . . ~ . . ~ - , , , ~ .., , ,ROD EMBEDDED 6,, ~ ~ J~' :~ ~r ~ 1 ' ' ' sIMPSON 'EPOX~I~ A .... " ' ~. '' ' ....... ' ..... ' ' ' ' " : ' 3 PROVDE SM~SON' .... ' OLT BASE OF C .,', ,: ' ~ 'B ' ' " ':' :,. " ' ' . ' . ': ", ',', ' ' ' WASHER )'::NU~ - ~'~ ' ' ~ -, ', '' ' ' ~' ' :' : ,HOLD. , , , BOLT ' "- ' ' ' ' ' ~THF .,,'~ /./ ' ~, , FOURDA~ON 'ry7. , , , / ~ ~ 3 1/2~ D~ PiPE ' ~-4' r r J j ' 'COLUMN 7.11 ~ ..... ~ (3) Lb~O~S -.:=, ........ , ,,, I ' {~ i': , ~ D TYPICAL FOUNDATION WALl FOUNDATION/sc^cE: ~/4"=r-o,, IST FLOOR FRAMING PLAN sc^cE: ~ ~/2"=~=o- POST N ,DETAIL FOOTING DETAIL 6. ' . REFER TO.A~DO1 NOTES,, 3o" x ,30: x: ~ 2" P.C,, ¢-oofiN6::Wrr,~ '#4 BARS EACH WAY:, 31, CLEAR'TRCM'i 24" ~ 24" X;12~f P.C. ~4 BARS:'~CH ,WAY ~, 'BOM:', BOSOM, SEE NOTE ~2" 24" X 24" X 12,~' WAL,~-' ¢4 .BARS CONTINUOUS 3? CL~R FROM BO~O'~<',-:,: ~,:~ ~,,~ RE-ISSUED FOR BUILD DEPART F REHSSUED FO'R BUILD DERART ISSUED FOR: ISSUED FOR BUILDINO DEPARTMENT ¢ ,: . WOOD BATTENS -- , , ' , , , ,,, ,.. ,;;~j,' '.----------~,,,~- '-~--~__ PLOOR " NTS ' ' , "' '''~ S~UC~RE ABOVE ' ,~', ,," ',. ~, ~ I FINISHED CEIUNG , ' ,, SEE SPECIFICA~ON ' :' "GYPSUM r BOARD EACH SI~E ' , V-~ ,, 2X4 STUDS @ 16" D.C. ~ ' ' r ' SEE NOTE #3 ,- LINE OF ROUGH FLOOR TYPICAL INTERIOR WALL ' ~['SECOND FLOOR FRAMING / FIRST FLOOR PLAN ~5" BLUE ~BEL OED~R~ '. , ~ ', ', SHINGEES WITH 6-7" TO ' i ,THE WEATHER ' ' :' ' SCALE~'I'/4"=I~-O", ~'.' " ' '' ' . #15 SATURATED · , ' NOTE~; , , ~, , , , FELT , · , ~'. :'],,;,, ~ 1. REFER___~ TO A-O01 FOR ALL STRUCTURAL , ' 1/2'! PLYWOOD ,, ' , , NOTES S,HEATHINO , ' ~ ' - ' r' 2. SHEAR WALL· 1/2" PLYWOOD ON CLOSET ' R=19 BATT ' :,:, :, ~ ,' SIDE. 2X BLOCKING BEHIND ALL : INSULATION ,. /: "' HORIZONTAL PANEL EDGES.. NAIL PLYWOOD - , ,: ' , 5/8" GYPSUM , , ,. ~ . PANEL EDGES 4" DC, 12!', Dc OTHERWISE. '~ ' ' .... '/ ' i:' BOARD ' ' '' USE l Od NAILS. SEE FIRST FLOOR FRAMING " :, ' !:' _ EOR'ANCHORAGE, OF · , POSTS VAPOR BARRIER AT , , - , ,, ,, ,, : ' . INSIDE FACE OF STUD 49.2'5-2 ..... ' 3, PROVIDE SIMPSON WPI HANGER j ¢ , ' : j, r I i ': ' ~ I PROVIDE,SIMPsoN COLUMN CAP,~C. , , . ,: ~' '"' ' '[YPICAL ' "' ".-'~J..,~u~' ' 'w~,.~." WINDOW /r GLASS DOOR' SCHEDULE ~ 2'~10 1/8" X 1/4" - WOOD ' DOUBLE HUNG CLEAR DOUBLE-PANE , J rN - L ~28 8 , ~T DIMENSIONS . ,2 ROOF FRAMING pLAN SCALE: 1/4"=1'-0" / I I II 2X12 tl SECOND,FLOOR SCALE: 1/4"=1'~0" PLAN NOTES: ,1. REFER NOTES TO A-O01 FOR .ALI_.STRUCtURAL J , G ' RE:'~ISSUED FOR. BUILD DEPAEi', F F RE'TISSU~D FOR BUIED DEPART EL~IEW ' : E ISSUED FOR 'I D ISSUED EOR, BUILDING 2¸: ,¸ REFER TO DWG A-101 'FOR TYPICAL WALL CONSTRUCTION 'DETAILS 'REFER :TO DWG' A21ol, [-OR WINDOW ,/ , DOOR SCHEDULE BEARING WALL BELOW. RAFTERS ,BEAR ON "1ST FLOOR WALL ', ANCHORS WITH ' HURRIOANE LL2 12 i ~5 EXTERIOR ELEVATION SCALE: 1/,¢~i'--"0'I I 12 H - h d - h L_~ L_J I I L ....................................... EXTERIOR SCALE: 1/4"= 1'-0~' ELEVATION I, l L--i~ , " REFE4R :, PROVIDE OPEN NGS F l REQUIRED BY:PART ,714 OF,' N:Y. $1AIE BUILDI IG C0~£., THICK RIGID INSULAT ON 4X4 OAK 2X2 ND' BO'FrOM OA~ RAILS ~ IX] QA, K BALA~ERS PROVIDE 2X8 FRAMING "NB" INSULATED FIBERGLASS ACCESS , , HATCH WITH ' · ' SEE NOTE THICK RKglD PROVIDE,CONTINUOus ' ,, ,n? "-LASH...~-., BUILDING SECTION SCALE: jr/ BUILDING SECTION SCALE: 1/4"=1'-0" DETAIL 'WARt' ,METAL' ROOF' i:MANDFA~tUBED ,: BY' :F'DR~ED R~I ',, SUPPORT, i¢ ~B, iNSULATION SHALL' I3£ GLASSdF1BEB FtJL, LY, CrOVE'~D AND LINER. IT SH~LL' BE" METAL FLANGE, WITH SECURING' TO, THE .ROOF INTERGRAL M~A~ CAPF~S~NG: SAM[ OAUGE AND 'MATERIAL FULL WELDED ,bT CO~N[ WEATHERTIGH~ESS. BE EQUIPPED' Wl~H SYSTEM, INCLUDING PAK-ROPE. INSU,~TION 0N ,EX~EBO~ CURB SHA~L BE R G~'~BERB~ARD' D. INSTAL~TION s~LL W'TH MA~ U OACt U,R'(~'~ , PROVIDE""~-'--vrr~iNfig ~n~ ' : FOR ~UILD RE-ISSUED FOR, ISSUED ISSUED FOR. F E O ISSUE , ,,, 'BAN , : .,OR ENT,