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31770-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY NO: Z-31462 THIS CERTIFIES that the building NEW DWELLING Date: 03/02/06 Location of Property: 1525 SOUNDVIEW RD ORIENT (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 15 Block 3 Lot 17 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated FEBRUARY 3, 2006 pursuant to which Building Permit NO. 31770-Z dated FEBRUARY 3, 2006 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 SINGLE FAMILY DWELLING WITH ATTACHED GARAGE AS APPLIED FOR. The certificate is issued to MICHAEL A & DENISE M CHUISANO (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-00-0038 09/27/05 ELECTRICAL CERTIFICATE NO. 2039462 08/02/05 PLUMBERS CERTIFICATION DATED 02/09/0 RBT.VANETTEN PLUMBING 4;- X 4 thorized Signature Rev. 1/81 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY FEB 9 This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: �1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). `3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2'10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. .Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees ' 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming 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: `_ Location of Property: 52_ S Old or Pre-existing Date. C)- -') - 0 6 (check one) 1?til Pbim House NAo./-SStreet Hamlet Owner or Owners of Property: / I I C (}A -C- OGN tb e e t4 U 1 SAN 0 Suffolk County Tax Map No 1000, Section �S Block _� � Lot 17 Subdivision dk1c_ '/ r 1� sC 4 Filed htap. Z 777 Lot: �p Permit No. tt S Date of Permit. 4"/7- 03 Applicant: Itlf t l_ ii UC���TR t✓e+t�tSAtit7 Health Dept. App��af U 00 UU A 4/712"5- Underwriters Approval: lERi . Planning Board Approval: Request for: Temporary Certificate cv Fee Submitted: $ p1 57 �-�9-)s-d coz 3ig62 Final Certificate: (check one Applicant Signature FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 31770 Z Date FEBRUARY 3, 2006 Permission is hereby granted to: MICHAEL A & DENISE M CHUISANO 1009 BARRIE AVE WANTAGH,NY 11793 for : CONSTRUCTION OF A ONE FAMILY DWELLING AS APPLIED FOR PER ZBA, DEC AND TOWN TRUSTEES. THIS PERMIT REPLACES 29358. at premises located at 1525 SOUNDVIEW RD ORIENT County Tax Map No. 473889 Section 015 Block 0003 Lot No. 017 pursuant to application dated FEBRUARY 3, 2006 and approved by the Building Inspector to expire on AUGUST 3, 2007. Fee $ 893.40 ORIGINAL Rev. 5/8/02 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 CORKREY ELECTRIC 300 JERUSALEM AVENUE HEMPSTEAD, NY 11550, Located at 1525 SOUNDVIEW RD ORIENT, NY 11957 Application Number: 2039462 Section: 15 Block: 3 Lot: 17 upon premises owned by MICHAEL CHUISAND 1525 SOUNDVIEW RD ORIENT. NY 11957 Certificate Number: 2039462 Building Permit: 29356 BDC: ns11 Described as a Residential 300C occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of August, 2005. Name OTY Rate Rating Circuit Type Service I Phase 3 W Service Rating 200 Amperes Service Disconnect: 1 200 cb Meters: 1 Defects previously reported, as items of non-compliance, have been corrected. A visual inspection made of the exposed electrical equipment in the premises indicated found no obvious unsatisfactory condition. 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. 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 CORKREY ELECTRIC 300 JERUSALEM AVENUE HEMPSTEAD, NY 11550, Located at 1525 SOUNDVIEW RD ORIENT, NY 11957 Application Number: 2039462 Section: 15 Block: 3 Lot: 17 MICHAEL CHUISAND 1525 SOUNDVIEW RD ORIENT, NY 11957 Certificate Number: Building Permit: 29358 2039462 BDC: ns11 Described as a Residential 3000 occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: First Floor, Second Floor, Attached Garage, Outside, A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code and/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 2nd Day of August, 2005. Name QTY Rate Ratine Circuit Type Alarm and Emergency Equipment Sensor 2 0 Carbon Monoxide Sensor 6 0 Smoke Appliances and Accessories Exhaust Fan 2 0 Future Appliance Feeder 2 0 20 Amps Future Appliance Feeder 1 0 50 Amps Pump Motor I 0 1 H.P. Furnace 1 0 Oil Wiring and Devices Outlet 57 0 Fixture Fixture 57 0 Incandescent Outlet 66 0 General Purpose Receptacle 40 0 General Purpose Switch 37 0 General Purpose Dimmers 8 0 Receptacle 2 0 20 amp Laundry Receptacle 7 0 GFCI Continued on Next Page 1 of 2 sea/ This certificate may not be altered in any way and is validated only by the presence of a raised seal at the location indicated. SCDHS REF. # RIO -00-0088 LONG ISLAND SOUND _--- — o h, e _ S 64'5770' t I � MXwn LOT NLSMERS ARE REFERENCED TO ' MAP OF q BY "E SEA SECTION Old' FRED W THE QRRIICE OF TIE SLF ALK COG/YTY CLERK ON NOV. 21, 1W AS MAP NO. 2777.. "T LO eY � YINTH AV �VEYwcws�UTLJZMWA COPY, ar AMD7fOf sLwvsraR's MAP. TEM suav ' AW ECTED ' Ano evwotAewT - TO -DATE • ARE NOT w COAMMACE WTH THE LAW. AREA = 229W to ire Lie 1 am lmnl%r with the STANDARDS FOR APPROVAL WD CONSTRUCTION OF SUBSURFACE SEWAGE SPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES b wM ab/de by Me condWons set forth there/n and on the !permll to consimct. The /ocatlons of wells and cesspools shown hereon are from field observations Ilk and or from data obtained from others. D EAN ASSLAEV DA TLU b -�— rpbar /•3 P/O LOT 01 18 45 O�N. pry (M STGROUC PRWAAE TA My g5.y N, 65 ST � 91 com . q . 2 STY. FR. II HOUSE N. 65.5740" W77 SOUND 1 VIEW W y �i 35.00' /00.00, ROAD SURVEY OF PROPERTY AT ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000 - 15 - 03 - 17 SCALE l " = 30' May 11, 2004 July 14, 2005 ( final) OF NEk ,_ (631) 765 - 5020 FAX (6X P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 r 1797 r La.L A K I ! I y n, N. 65.5740" W77 SOUND 1 VIEW W y �i 35.00' /00.00, ROAD SURVEY OF PROPERTY AT ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000 - 15 - 03 - 17 SCALE l " = 30' May 11, 2004 July 14, 2005 ( final) OF NEk ,_ (631) 765 - 5020 FAX (6X P. 0. BOX 909 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 r 1797 Town 11411, .31049 Main R1Wa P.G, BOA I M0 Savowld, Nvw Vwk I WHIM 9A l o UMOW C IC R T I pAG,A T I in DO#: ............ --- - Pbrr (n.11) 7n} -u, Talnpaon# (n911 70', FIW$On# Peftt NO , _ 3 67? z Miami v III) Plumber.. �2Qb�- �q.n..E�� 4,014141 1111 n r' l r:ortlly Mal IN sulde, c �d In Ilio walur sull;)ly ryelanl conlwhi.s., loll. lblul 2/IU of 1% load. (!'lumbars biynalllre) Swum to b lore Ins this day of -�2 �..., 20, 0 (o V I I BONNIEJ. DOROSKI `ata y Public, State Of Newyor I OI D06095328, Suffolk Opork Term Expires JUIy 7, 20 i 03/].0'03 09_48 FAX 212 271 5079 CDT _ f�J005 03/10/2060 18:38 03/06/2000 18:27 5162B9 3 .ASPA MGMT 65MT BY1 WOK LAW OFFI0E0; a4i 786 4849; 11AR a0 '96 19139 WJTHOL0 TO►el•2M '" A 4p 24S BOARD MOMSS S tiaetd P, &6WukWL Cl WWWA Jam" Dildokk if, • IpdwA.7brtaa trrc4B WHO Qeowmoratrtg MAN -6.49 15:32; F#U QELJYiRA71t�wlB AND ORTOR AINATION RE UI1�R MMNQ OR MARCH $ +1000 .S'1'Rff=767t�fl6N.�64i�M+s Road O�iart DATE OF PUBL►C HERRING: ~7, 2000 M0.849 D03 PAGE 04 IP ttAtE 8/4 rna u BaR1dd, 1 1 I i i or I ZBAI* 7Yepboeie 1 ThO PrOPOW NWVW In herain MIDI 1 �� on m side of 9awt MM f id In COM A e bNV R VOUV. P -C. da1W BNNd► a. 1168 dwa w aft of 94,1110 44 1 The ptoperq we 100 lost wide. 1* 246 fast dnp on Nle Waal 20 Nat on to west ' MrynAM It yA�tl � oMVft�* 1A, IM>< ipplGorltMSly 91s mm" Oft 9d1 till a/ 100.XA To pubod1 aMpaled Mafi�� koftSNI 80iM tM000�16'�18." �y AppOesnt taq�tate ■ Welvx of Helper putjlMnt to AAlde 16 :�6!or i�• MullCh N1N hlNa dl aaMdmv PH In911t4di 6ral , 6N i0ald ntakaa N1a a1lloadltB fMf�erp0 1•.• Jdw and Roos iarmpL o, husband &W%0% wimh w Lot 171n 196?, NM hdd Itis Isy ala WONty. LOM Ilia husbands deaf► In IM, Raft bedeNtle I * "is peer tt; elm sold n b Nle e;*Ncart In VW 1885, Rm OIarI1BY10bw PMdwaetl Lot 14 in 11 hold h wlsllr In her rKaw uttl6 1987, whan pod ewexahlp wM to, 1s 1 N boy no Nolh' norwraonnlnp 6718 11 0 Pulwallt is OWS 9a In 10046A do Nus rooalt amm"hip by Roes GbMI A *=J* 1.669 W Way 19BL 2: AptAagrd NWAnd Lot 17 In May 1996 In 618 bMd 6W It was aaaapptyad ed ba trylplals 6811 st the tlm r or Puachaes, no Iwught dras Binet p 9r penBlRlWON and 1B. 9. Lot 1716 vlag6y s 4spdrote ptlopalty emd not att i>telRal putt d tAt 1a. • 4. Wih%w of I% nomw wB not rewn in a tdae61laa11! hrgdeua in Oto dwww of Ila hall Do=" n ws noun at most In the aolrasrcdm of o* ens strgls4 N* hen.. S. tea 17 and Mn rwA4y late an beth sides of ieree Aow NOW were a6 arched IA subdrl bn (Oder.ay: Ris bear, Goo0on I Ned 106n. The Ink an tlr north ddo of the M c�G Mk7d OS3 AIOQ HVH093C SOLLb£L TE9 3 I 90:ET Z667/ET/56 03/10103 09:49 FAX 212 271 5079 CDT 03/10/2000 16:38 03/08/2000 18;27 515289 3 A9PA MGMT BE%T sV: WOPJ LAW OFFIOEO; 891 705 1610; uAll•6.99 16:82; .w w -zp 7WIrw4U mW Qiit r' ` �� g • 11111fCIf �. 2MMPt MD. 47ai-A. Pftr* M: 100x16.6.17 wmelanG* the mme sWo oo Lot 171 whb iM k4s an aw south ow a* mow. F9009*6 a W that M, COUNA" wtil prop 64 h M newb hw alld " roe et9tlhl►ea Mnas of Let 17. 6, If melpet Is not wi*AK KIK *0 own all unbul*46 sojIdilpd Pfot* of no tbfNhid: hs pall i16f{,OW to lM- Wat WvA avald tW m wmla hd "*- 10 006 N0,1348 004 PAGE 05 P,9 1�PAN 414 1 1 19 7. Lot 17 i3 pepwft fat and omdluolm on K dwiM tw#a IMI alp ffir ichoWbiftnds, deak oravow. wo GWONro.of"tend •Tft &N d fw* ilei its w b um#Ad On tha MWW Sound me. WW.lhel awwkuaien Nip be eutyeo! to apppowtbls aofbaekwelQlllMnla ft " 9fdlCY lapWaawa: an Mo" Mam w gepw. eeaslldad oy mw*w'rmism it was te�vca, b pw1'r ire watverspfiisd Ibr. _ "a R "on' 'sal�ir °�%r ° ronlMa E0 mvd D53 AIOQ HV2Ug3Q 6 f • l 1 1 2;0LL7£4i£9 90:ET d00L/E1/30 -rM if - New York State Department of Environmental Conservation AM 40 - SUNY, Stony Brook, New York 11790-2356 Telephone (516) 444-0365 Facsimile (516) 444-0373 4000 John P. Cahill Commissioner LETTER OF NONJURISDICTION TIDAL WETLANDS ACT March 30, 2000 Re: 1-4738-02581/0-0001 Jarrell Property Sound View Rd., orient Construct a house and Septic system Mark & Darlene Jarrell 107 10`h Street Garden City, NY 11530 Dear Mr. & Mrs. Jarrell: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The property landward of the topographic crest of the bluff as shown on the survey plan prepared by Joseph A. Ingegno, dated December 29, 1999 is beyond jurisdiction of Article 25. Therefore, in accordance with the current Tidal Wetlands Land Use Regulations (6NYCRR Part 661) no permit is required under the Tidal Wetlands Act . Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project (i.e. a 151 to 20' wide construction area) or erecting a temporary fence, barrier, or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, '4"JgA-*� George W. Hammarth CAF Permit Administrator cc: Catherine Mesiano, Inc. TOWN OF SOUTHOLD BUILDING DEPT. 765.1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INS ION [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY[ ] FIRE SAFETY INSPECTION p DATE 3 INSPECTOR 765.1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] ROU PLBG. [ ] FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION DATE 05 INSPECTOR m 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] RO PLBG. [ ] FOUNDATION 2ND [ NSULATIO [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS:'6 DATE INSPECTOR 76S-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] FOUNDATION 2ND [ ] FRAMING [ ] RGH PLBG. [ INSULATIO [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1 ST [ ] R H PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION REMARKS: DATE O -r INSPECTOR 765-1802 BUILDING DEPT. INSP [ ] FOUNDATION IST [ ] F NDATION 2ND [/FRAMING ECT 1 O N [Al -'ROUGH PLBG. [ ] INSULATION [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE �© © INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ ] FO ATION IST [ ] ROUGH PLBG. [ UNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLApt--&'-qHIMNEY [ ] FIRE SAFETY INSPECTION DATE Kef.317-0 76S-1802 BUILDING DEPT. INSPECTION [ jfiC-OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] FRAMING [ ] INSULATION [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION DATE IN TOWN OF SOUTHOLD PROPERTY RECORD CARD M -/Z OWNER S14EET / j a 5 VILLAGE DISTRICT SUB. LOT PC%r4 4 FORMER OWNER, N E ACREAGE _ l> S W TYPE OF BUILDING In t f_ i RES. — SEAS. VL.'3i3 I FARM COMM. IND. I CB. MISC. LAND IMP. TOTAL DATE REMARKS — —szs LL 0.f 6 s�0or J� izloo -L 2,0 to B1111 DING; CONDITION Tillable 1 l dIable 2 Tillable 3 W ,oJlanJ Swampland BfuShland House Plot �I 0:, j -/s'- ' -/ 7 TOWN Of SOUTHOLD PROPERTY RECORD CARD M -12- OWNER /z. OWNER STREU f a VILLAGE DISTRICT SUB. LOT ipwr4 o FORMER OWNER, �c> n ( rr rc -- N E ACREE AG ' � j — II S W TYPE OF BUILDING RES. SEAS. I VL. � I FARM I COMM. I IND. CB. I MISC. LAND IMP. TOTAL DATE REMARKS — / 7x l/ 12o I/ 6 �GU 'K Irrey<� - 13SGJQ:i CrA� 5 AGE BUILDING CONDITION NEW NORMAL Farm Acre BELOW _ABOVE n�e�rr� L Value Per Acre Value est �t—�i✓Je—Y QEF a—q lr'�11 Tillable 1 --T — Tillable 2 Tillable 3 - i- — — —4 — ----- Swampland BrUShland House Plot Albert J. Krupski, President James King, Vice -President Henry Smith Artie Foster Ken Poliwoda May 17, 2001 Ms. Catherine Mesiano Catherine Mesiano, Inc. 12 Mill Pond Lane East Moriches, NY 11940 h�O��guFFo(,rcoGy o � y Z BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: MARK & DARLENE JARRELL SCTM# 1000-15-3-17 Dear Ms. Mesiano: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-1366 The Southold Town Board of Trustees reviewed the survey dated December 29, 1999 and last revised January 15, 2001 and determined the construction of a single-family dwelling to be out of the Wetland jurisdiction under Chapter 97 of the Town Wetland Code. However, any activity within 100' of the Wetland line would require permits from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krups�, Jr. President, Board of Trustees AJK:Ims .Albert J. Krupski, President James King, Vice -President Artie Foster Ken Poliwoda Peggy A. Dickerson February 12, 2003 Mr. Michael Chuisano 1009 Barrie Avenue Wantagh, NY 11793 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD RE: SCTM#15-3-17 1525 Sound View Road Orient, NY Dear Mr. Chuisano: Town Hall 53095 Route 25 P.O. Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1892 Fax(631)765-1366 The Southold Town Board of Trustees reviewed the survey dated December 29, 1999 and revised January 10, 2002 to indicate proposed structure determined that the structure to be out of the Wetland Jurisdiction under Chapter 97 of the Town Wetland Code. Therefore, in accordance with the current Tidal Wetlands Code (Chapter 97) and the Coastal Erosion Hazard Area (Chapter 37) no permit is required. Please be advised however that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation of other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your projects. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm, However any activity within 100' of the Wetland line and/or seaward of the Coastal Erosion Hazard Line, would require action from this office. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, Albert J. Krupski, Jr. President, Board of Trustees AJK:cjc cc: Building Department IONGF NORTH SIG EXCAVATION INSPECTION REQUIRED S ;71. I�1 C PROPOSED LKE)U E tFMMING SESTEM 5 l -- 1� PWC`., 9' OEf P. H' pA) \ ' 8 E A I ? �I w A` ;4°„°0„ °L. a�'DRT By HEALTH DEPASANITARY Y ENT 1 m ` N \ 0..... �� �Y� b-- SEP11C FAN DATED S/18/00 ,-ipP q 9M1K a• < A ( / /i ,� — -- / - nPPao mut t 0. 01 Th N1 _- (B LDNG 4 3" NIDE y `-_--_-- MIMPINT IlF BI UIF ?7r DEE 15 __ LO 53 -PEP Nt HlrH "ONOUNU WATER )r 5 WATER MARK � 11 i'lllllll � I I [III I II m 7-- _ --_ --_ If j W 10 20 30 40 SO 60 70 80 90 100 110 120 130 14;] 150 IM, 17 . __ 7 v _ - 7LV DISTANCE FROM SOUND VIEW ROAD PROPERTY UNE fR ) 1/ E1PTK�SYSTEM I APPmed in SCCOIdance with $pard of i Mew MEET %Is1ET ''336.77. i 1 Ctb'1'1PGL SOUND 'VIEW ,T 31 REppvxp-* SANT �'E ROAD '� LOT 32 VACANT S C D REFEREHICE Na R I0 -9R- 0157 - ' Slltlp'1HRM EIfVA1IiW!I M REFEWMICED TO N.O.V.D. 1929 INATUM EASEMO EIiYA1101115 ARE SHOWN TRJS: 2U 0(i COW" [MES ARE SIIOWM TN05. - - - -20-- - - 7 "1 SEPTIC TAN CAPACITIES FOR A 1 FO A WOROOM HOUSE R 1,000 GALLONS 1 TAW8' LONG, C -T' WIDE. 6'-7' DEEP S. MINIMUM LEACNMG SYSTEM FOR A I TO 4 �OBOON N00SE IS S00 IW H SIDEIYAI MEA 1 POO:12' DEEP, 5' Bb. C&PIUIOSED EAANSI011 RODE I, �j FFUPOSEO M/ILACMND POOL ,-wD— XIFK LMIF. 4. TIC LOCATION W WELLS AMD C(SSPDOES SNOWM NED.EON ARE FROM FIELD ODSEMIATIONE AID/OR DATA ONTMAED FROM 011CS15. S. P,000 ZONE 1MF1,11MATIOM Ti F910M: FLOOD INSURANCE PATE IAF M. 5010700088 G TME AE BASE FLOOD CECVATKNi DETERMINED :OMC W CWk FLOOD RDN VELOCITY HAZARD DMU( A700M). LASE FLOOD EMAXID10S DETERMINED EONF F - NMM OF S00-Y(M FLOOD. NWAS DF IW-1C'M FEODf, RDE 4WR DEPTH OF ME55 TWA 1 FOOT CA WITH OPARMOE MFRS LEM RHM 19r8REC MLC, MID MEAS "MYTEMD BY 1EVEn EROM TOO -WAP FLOOD SUNECTTOCOMMN1F�i &RESTAICnONSUBER'f °O°�� PAGE 002 5UFF'OLk COUNTY DEPARTHM OF HEALTH SERVICES CERTIFIED TO [[ESI HULL p1A. BY 1A LOT E%) \ DWELLING H Ex5 N G 1 .CPRE SYSTEM SURVEY OF PART OF LOT 18 MAP OF ORIENT[' BY THE ,SEA S'EC'TION NO I FILE No. 2777 FILED NOVEMBER 21, 1957 SITUATF'D AT ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-15-03-17 SCALE 1"=40' DECEMBER 29, *99 f EBRUAP.1 1 2000 LATH OUT PROP H(Vofl WkLL7 & CESSPOUi MAT 1, 21700 AOOCD AUGLTIONAL (I SI.. WEA{. Ar AEFTI( NOVEMBER 13, 7000 ADDED ADDIII(40v- WE•1L5 & SEPTI( JANONR-, 1 '001 RE•JISED PRC,PSi,SEC-'ePTF yl_5EM IANUARI� 10. .1002 REVISED AS PERILE"ER DATED ,TjG7/0' AREA = 23,674 sC,=R., _ �t 0.543 ac.-- - CONSTRUCTION FORA I(FCOMPANY NO. f/o - S)o -OoSP 91'-j—BEDRO0MS FROM DATE OF APPROVAL BNOWR Xtt 5F90 MTM N W GIPMU gM /v®m} -s1•"A�� T f L_v N: 49668 UNMNHORDED A"T1011 OR MDIBOB TO M4 CURET IS A Mp Ti OF VEXTIMTK ICV 1[P,,S1ATE LAW Joseph A. Ingegno B -'" DE 'WT E SI LAID URV SHVL WE BE 1'(M51[:EREO Lid Surveyor BMAWa MEC TO CiVIFM SNXi W TO W A WLIO TMIE COvr CERIMCATNRS N TCD IIEFtE 1 YEML NH - 20 018! TO M KITSON PER IMOW RE - 4 PRLPMEp. AEp QI IRS �1q TO THE FNORE MER M DRGNH .IM TIDE IMPMY. ( ryMi :Mlle inrvrv,' ro GOIESf SANG SW USTEE, HE IENRMO S%gwft EWTETI HENtON. ANp MITI TT1.110" ACRE w WwwERARE PHONE (631)727-2090 - 2b THE E)USTEMM OF BMW OF WAYS OF7K'C`. ,OCAM' A' MARINL; 4WK , AND/OR EANWIEITS OF RECORD. R AMY. MOT SHOWN ABC NOT WARANKED. x380 ROANCNEF AVENUE 19'1 4 4 LONG ISLAND SOUND fry ire _ S. 845770' E MNWn �L L 0 T NUMBERS ARE REFERENCED TO ' MAP OF ORENT BY THE SEA SECTION ONE' FILED /N THE OFFICE OF THE SL/FFOLK COUNTY CLERK ON NOV. 21, /957 AS MAP NO. 2777. ADDITIONALLY TO COA PLY WITH SUD LAW TERM ' ALTERED BY MUST BE USED BY ANY AAD ALL SURVEYORS UTILII.NIG A COPY OF ANOTtER SURVEYOR'S AAP. TERMS SUCH ' XJ CTED ' AAD BROU61T - TO - DATE ' ARE NOT W COAAW.ANCE WITH THE LAW. AREA = 22,938 to tie Me I am famlHor with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and wAl abide by the conditions set forth therein and on the permit to construct. The locations of wells and cesspools shown hereon are from field observations and or from data obtained from others. ELEVATIONS ARE REFERENCED TO AN ASSLUED DATUA rebs=(�o�K Cn rebate N >n O -ZO��-- P/O LOT �o.a W ¢y cont. r<ounda�ion : a 6 o. 39•G I I I� IW I I I /1Mo I fi�pC I N. 85.57'40' W, N 20 D N OD {e. O.4N �? �' , 35.00' 100.00', f X SOUND VIEW ROAD SURVEY OF PROPERTY AT ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 1000 — 15 — 03 — / 7 SCALE l" = 30' May ll, 2004 P. OF NEW ._, T LIC. NO. 496/8 C. (631) 765 - 1797 11 I.. 77rJ TORN fd,,F SOUTHOLD BUILDING DEPARTMENT TOIYjN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 www. northfork.net/Southold/ BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following„before applying'? Board of Health ,1-71 O PERMIT NO.,966Y-2 __Fxamived20 Approved __—V---- 20-1 Disapproved ac Expiration_ _ , 20_ 3 sets of Building Plans_ Planning Board approval Survey_ Septic Form N.Y.S.D.E.0 Trustees Contact: Mail to: 11 L•' U i A d ' 005 x i A--,-' Phone: (96 ) W3 ' 2�f S d APPLICATION FOR BUILDING PERMIT INSTRUCTIONS Date //. / 7 20 02_ 1 a. `Phis application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 3 sets df-pTa—ns, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition sin ntomhs. Thereafter, a new permit shall be required. _APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspectio W :1)W-;eA1nl, or name, if a corporation) /00� /3mee,' 14vu- - I /+AJTA6,, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises tZ2 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License NO. Other Trade's License No. 1. Location of land on whprop( /S�S !Uuub House Number Street County Tax Map No. 1 (Name) work will be done: 1 et C o xr-b irtleui Hamlet 00 Block G U0 Lot 617. UU0 .7A a-eT. 1 Filed Map No. a -77 7 Lot !� 2. State existing use and occupancy of pr�eyi ises and i a. Existing use and occupancy VAC4✓T b. Intended use and occupancy use and occupancy of proposed construction: Il,, 1C 3. Nature of work (check which applicable): New Building ✓ Addition Alteration Repair Removal Demolition Other Work_ (Description) 4. EstimatedCostOO 000 Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units i Number of dwelling units on each floor If garage, number of cars C9- 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 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 IF fF LL// 8. Dimensions of entire new construction: Front GU Rear ira U Depth 7O Height 30 K, Number of Stories 7- 9. 9. Size of lot: Front /UO F -q-' Rear /UU Cr-, Depth X250 PT 10. Date of Purchase W14 Name of Former Owner �T ^ G N m4- 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES_ NO 13. Will lot be re -graded? YES_ NO 0/ Will excess fill be removed from premises? YES_ NO e n �� •� � Np I�ay�R �`/[6)?A-77i0 14. Name er remises• �g�2e Address Ake V, Phone No. Name of Contractor Address No No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO ✓ * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF�(Assn� ) y� hee "l lCbfAbZ �i L u�S ly C4U 1 jAA'0 {gyp 4being duly sworn, deposev and says that (s+)e.ySsonthe applicants . (Name of individual signing contract) above named, (S)He-i he VA/'rR.ACT— VCAlbGa- , Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swots to before me this day of k 2001 Notary Public DOREEN A. PERRONE � NOTARY PUBLICAtare Of NOW YOA No.4861868 Quegned In N UW - . Commission Expires K Luigi Pascarella, P.E.. PLLC Consulting Engineer P.O. Box 797 Deer Park, N.Y. 11729 Phone✓Fax (831) 421-3734 October 26, 2004 Mr. Damon Roilis, Plans Examiner Town of Southold Building Department Town Hall Southold, N.Y. 11971 Re: Permit No. 29358-z Q-zr�'e c.� 1525 Soundview Road Town of Orient Point Dear Mr. Rollis: Please find enclosed photographs of the modification made to the roof framing at the above referenced location. The perimeter box beam as shown in the original drawings has been modified. I have reviewed the framing and feel that this configuration is adequate to support the roof loads on the structure. If you have any questions please call me @ (631) 421-3734. Sincerely, Luigi Pascarella, P.E. ; 3 2G4 ..J f USE: Residential CLASSIFICATION: R-3 TYPE OF CONSTRUCTION: Wood Frame DESIGN CRITERIA: Prescriptive Design' HEIGHT: 30' FIRE AREA: First Floor: 1875 sq. ft. Second Floor: 965 sq. ft. 'American Forest & Paper Association 2001 Edition ANSI/AF&PA WFCM-2001 "Wood Frame Constrcution Manual for One and Two Family Dwellings" SCE: %iufv w c m 0 Q 2 SDWV')IEu.1 Rr-4s oENct` /►,jE.ta%E SOWYAa.D . I�Y. SHUTTER SCHEDULE DESIG QTY SHUTTER SIZE Wt 3 29" W X 48" H W2 2 36" W X 96" H W3 8 30" W X 72" H (2) PER WINDOW W4 8 30" W X 72" H (2) PER WINDOW W5 2 80" W X 34" H W6 1 80" W X 40" H W7 2 33" W X 80" H W8 2 66" W X 40" H W9 4 33" W X 74" H W1O 4 32" W X 74" H W11 1 62" W X 36" H W12 (1)48"WX72"H&(2)18"WX72"H W13 1 44" W X 24" H W14 (2)20'WX62"H&(2)44"WX62"H WINDOW SCHEDULE DESIG OTY TYPE CAT. NO. MFG. CLEAR OPEN (SF) CLEAR WIDTH [IN) CLEAR HEIGHT (IN) EGRESS WINDOW W1 3 CASE CN135 ANDERSEN 2.5 10 3/16" 35 15/16 -N/A W2 1 CASE C345 ANDERSEN 6.1 18 3/8- 47 15/16- FRONT IST FLR BR W3 4 FIXED P4550 ANDERSEN N/A N/A N/A N/A W4 4 FIXED P4560 ANDERSEN N A N/A N/A N/A W5 1 FIXED P6050 ANDERSEN N/A N/A N/A N/A W6 1 FIXED AFFW602 ANDERSEN N/A N/A N/A N/A W7 1 CASE CW26 ANDERSEN 18.4 22 5/8 67" EXERCISE EOROOM WS 2 FIXED AFCW22 ANDERSEN N/A N/A N/A N/A W9 2 CASE CW255 ANDERSEN 9.4 22 5/8' 59 115/16 SECOND FLR OFFICE W10 4 CASE CW155 ANDERSEN 9.4 22 5/8 59 15/16 N/A W11 1 AWNING AW451 ANDERSEN 2.1 48 3/16 6 1 8 N/A W12 1 BOX BAY 90-P4035-1551 ANDERSEN N/A N/A N/A N/A W13 1 FIXED AFCP301 ANDERSEN N/A N/A N/A N/A W14 1 BAY 30-C345-20 I ANDERSEN 6.1 18 3/8' 47 15/16 REAR IST FLR BR fAl OIAIG&No f%s,aGACj& ` W404 i Ahl pJEnNAE Sou►t�louo , N• Y , LIGHT/VENTILATION LOCATION ROOM SIZE LIGHT (SF) VENTILATION (SF) LAUNDRY ROOM 45 8 7.2 1ST FLR. BATH 45 4 3.6 FRONT 1 ST FLR. BR 176 32 31.2 DINETTE/LR 659 89.6 42 (DOOR) REAR 1 ST FLR. BR 136 19.8 12 EXERCISE/BEDROOM 528 68.2 56 OFFICE 128 49.5 39.2 2ND FLR. BATH 110 8 2.1 11G,. LMµ"Ampa.w may' O�+►1�10J waJ I�c`aa..+cw�LG Sft6xry uo, tA.Y, CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA -TABLE 301.2(l) GROUND SNOW LOAD WIND SEISMIC DESIGN CATEGORY SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP. ICE SHIELD UNDERLAYMENT REQUIRED FLOOD HAZARDS WEATHERING FROST UNE DEPTH TERMITE I DECAY SPEED (MPH) 45 PSF 120 MPH B SEVERE 36 MOD. TO HEAVY SLIGHT 11' F. REQUIRED N/A III Permit Number REScheck Compliance Certificate Checked By/Date New York State Energy Conservation Construction Code REScheckSoftware Version 3.5 Release l Data filename: C:\Eng_Drawings\Water Front Home 3_28_02\Rev_5\Water_front.rck TITLE: Chuisano Residence COUNTY: Suffolk STATE: New York HDD: 5750 CONSTRUCTION TYPE: Detached 1 or 2 Family HEATING TYPE: Non -Electric DATE: 04/18/03 DATE OF PLANS: April 13, 2003 PROJECT INFORMATION: New Residence Southhold, N.Y. COMPANY INFORMATION: Luigi Pascarella, P.E., PLLC Consulting Engineer 36 Fox Lane Dix Hills, N.Y. 11746 COMPLIANCE: Passes Maximum UA = 1896 Your Home UA = 1678 11.5% Better Than Code (UA) Gross Glazing Area or Cavity Cont. or Door Perimeter R -Value R -Value U -Factor UA Ceiling 1: Flat Ceiling or Scissor Truss 1875 30.0 0.0 66 Wall L Wood Frame, 16" o.c. 800 19.0 0.0 17 Window 1: Vinyl Frame:Double Pane with Low -E 89 0.320 29 Window 2: Vinyl Frame:Double Pane with Low -E 73 0.320 23 Window 3: Vinyl Frame:Double Pane with Low -E 26 0.320 8 Window 4: Vinyl Frame:Double Pane with Low -E 12 0.320 4 Window 5: Vinyl Frame:Double Pane with Low -E 17 0.320 5 Window 6: Vinyl Frame:Double Pane with Low -E 128 0.320 41 Window 7: Vinyl Frame:Double Pane with Low -E 17 0.320 5 Window 8: Vinyl Frame:Double Pane with Low -E 8 0.320 3 Window 9: Vinyl Frame:Double Pane with Low -E 3 0.320 1 Window 10: Vinyl Frame:Double Pane with Low -E 7 0.320 2 Window 11: Vinyl Frame:Double Pane with Low -E 22 0.320 7 Window 12: Vinyl Frame:Double Pane with Low -E 18 0.320 6 Window 13: Vinyl Frame:Double Pane with Low -E 5 0.320 2 Window 14: Vinyl Frame:Double Pane with Low -E 6 0.320 2 Door L Solid 21 0.500 11 Door 2: Solid 21 0.500 11 Door 3: Glass 42 0.320 13 Wall 2: Wood Frame, 16" o.c. 440 19.0 0.0 26 Wall 3: Wood Frame, 16" o.c. 650 19.0 0.0 39 Wall 4: Wood Frame, 16" o.c. 690 19.0 0.0 41 Floor I: Slab-On-Grade:Unheated 1875 10.0 1316 Insulation depth: 3.0' COMPLIANCE STATEMENT: The proposed building represented in this document is consistent with the building plans. specifications, and other calculations submitted with this permit application. The proposed systems have been designed to meet the New York State Energy Conserv on Construction C equirements. When a Registered Design Professional has stamped and signed this page, they are att er knowledge, belief, and professional judg ent, such plans or specifications are in com with is C // (�ulsa*b �s�oF�i� 5ou,.1� Vlraa (1�pdQ �-nICxv, N,Y, �+JG���t�IG Ga�cuapnoel s . P�*DINV�l c-ire4ill'. 619*mD !Woa boat ' 4t PsF hesr P.$r- ciEc�o f�fi I.��F�,oap ' 3n PAF {l �.�D W oDS '� NoTraD Inl C.6t,u,�.1wvT�orJS 1.O M"Kl 6F so-ccf to Fes. Rm02 PsF Lw6 1.0Ab i5 PSF 7EA0 w..o Qc�p PSr- -rwnt t, b- Sb X I'g; FA(,ToL Sp.FETi G$ fp5F 'forAL, 1.040 '. C Ito 0-c-, : (98 PSF : Qo pbF tk"AW, 69-og iA PAurlo. 4>PP41 cAALrs (MOON U414eERao 6At m 4i4Z 40AA;) W140 , Il is PEEP IS -0 = 144 PLF Pw.oWPBLC IANIOoP.vr1 IQW ` J J DfFi.EC-na, OF L/2.40 I►}4 PLF > qj0 PLF 0.k, use W14o X it -% Fwop Toisrs � 1(' O.C. 2•0 D9hl44 OF SF.ccn10 FwoP— CkAi.tN4 -bjsrs �0" Ikcj : to PSX WJE- w►C• 105 PSG 064D LOAD L`t PSF TarAti- wkD 5.0 pej%�anl SrF--eAse&41 ves4w swen Fob LAaCIEc,T `� (�a'-o'i Ia GAt&,C,E Tei 8uT 11 �` Ppm l 20 "Oil X % -o 4c* pad 3 of 3 AS PSF ( 4A-<.onJD k pOJ2- U JF_ 4 Mao waD) loeao vim_ Fr tioo ,� - PSF : 1 e>CCC *' (Z Zo' SPib+� Goo Ib, t 13s& n wr. 25 Ib/ (A`95t � EO)) 9x 16/ VWn DIA4R�M a�1% J = �/F ��..�5 kiP •� >< i2/fid = 23. 12�J in3 b ''I 'P I wlo97.4 z S= Z-'-`1 1A 7 73.175 As 0.K ck-ue DEF�ct�orl; 3 �/ ET (%., ) (?. 4 12)/ 21,toc 0144 Au:ow&&*- D•bs4ib32— o ,ov+a3 Uig ��X2fo � 4�"4� 5F ►{Out Engineered Lumber Residential Guide General Notes, Allowable Uniform Loads -Floor and Roof I. Table values are based on clear distance between supports and may be used for simple or multiple spans. End spans of multiple span joists must be at least 40% of adjacent span. 2. For cases with cantilevers or point loads, use G -P FASTBeams Software or contact G -P. 3. Both live and total loads must be checked—live load against the Live row and total load ag ainst the Total raw. When no value is shown in the Live row, total load will govern. 4. Verify that the deflection criteria herein are accepted by local codes and authorities. 5. Provide lateral support at bearing points and continuous lateral support along the compression flange of each joist 6. Minimum and bearing length is I Y.". Minimum intermediate bearing length is 3h'. 7. For double joists, double the table values and connect joists per detail F11. B. For proper installation procedures, refer to appropriate sections in this publication. GPI and WI Series Joists Allowable Uniform Loads -Floor Pounds per lineal font (PLF) NOTES: ,.Refer m General Notes above. 2 Table does not include additional sd8ness from composts action with ggsue-nailed or nailed decking. 3.174801iue lost daflectiun is recom- meMad (See System Performance nourishes.) For U380 (minimum code deflection) multiplyIJ480 vslus timed 133. 4. Total lead deflachm is lnitad ID lMg. PSFtOPLFCOnVerSiofl Load in lbs. per lineal four(PLF) O.C. rpscore LOAD IN LBS. PER SQUARE FOOT IPSF) aP.cvg fad 20 251 301351 40 45 150 55160165 170 175 12' f.00 20 25 30 35 40 /5 50 55 60 65 70 75 16' 1.33 27 34 40 47 54 80 67 74 80 87 94 1 W 19Z 1.80 32 40 48 56 54 72 80 M 96 1 112 120 24' 2.00 40 50 80 70 80 90 100 I I 1 130 1 b 150 OEMI/F7IIA"" .lig Q:7..wj"� mQ'ra""< M<:i1..MMMMMMMM ii;lt7�ri�k�E'i�3F: �1�OQ;3QY'7Q7QDItilQ'7F.1[:�lii�Fi'I�E.7• F�l������� ni'S71Qrr'7�Ei700E�ID�m®��7m�Q'r'�0[s�©0[c��7�i®Gl��� idlrl�rrrl��� zp��:,�1++.7Q:�®�fff�¢�tlailfY�r�'¢rlr''E.a7-[•Tt�®�������� ::ic�1��r�7k�E:7F�E%S:7F�3!¢7®Q:l�fk7��31®r�� rTa -----_--__-_aW CJ��iW r4r��a1©0R'6tp®�_-- iJ�ii®W' -iii■- it fEyl'�E.Ja3�l�E:il[l[7fF![:31`���`�' i649tlry'�00000�®m��77a"rl®®� '� 00FS'l[�00�00[7 nmmm0�== ==MEMO=== 0---_--- rrt' ftSFl. �rr1.1)• ii �'!!��'..����.��L'�QiFi.��:�`�r1i'�r�,'L:�r�r��.IL�t•:��.y��L�a,�'��,���� [�'i LrCLi1 ii %1/i�l��i�i�L7Q����S1[�I�Q•'.�E:�L.IEe.�i�1�.:�DE�%�%�%1���� ii�7<►C's.'� %s F—!!1f%7F3i7�IFi•7Q�®�Q17�7Ii[r7�]Q^':�![:�E:l[:�filf�[Ii0F1'1��� II __a,_'iii ®� fiS77�Iv1 �7 I i fS�L1JLlYaCi.a{iYaWCY{WW'YJ y■tea,'-`.`r-.`,-,'iaiiiiiii{iiriii�,iiiii{.i(-,-{-�'KiiiC�f©'r�—�r©i`i 4l'JIYlJY'1CJG/G'/i/WjWWW ,�''a,�'ry,®ir�'iriK.�'®`®� 'fW YW �' IL rILrP.d1k%7L+�F3l '' Y��fIfI,LiICDQ•'r�iL��.10a6r3�161�Q:]iL�E7F:�����y�LY�'���, -: 11 Mill iMIiZ.I LM: 3"L3Y UKU"Q:7al'� QI'.' "'• ��.iQS� rFa:'� " � NOTES: ,.Refer m General Notes above. 2 Table does not include additional sd8ness from composts action with ggsue-nailed or nailed decking. 3.174801iue lost daflectiun is recom- meMad (See System Performance nourishes.) For U380 (minimum code deflection) multiplyIJ480 vslus timed 133. 4. Total lead deflachm is lnitad ID lMg. PSFtOPLFCOnVerSiofl Load in lbs. per lineal four(PLF) O.C. rpscore LOAD IN LBS. PER SQUARE FOOT IPSF) aP.cvg fad 20 251 301351 40 45 150 55160165 170 175 12' f.00 20 25 30 35 40 /5 50 55 60 65 70 75 16' 1.33 27 34 40 47 54 80 67 74 80 87 94 1 W 19Z 1.80 32 40 48 56 54 72 80 M 96 1 112 120 24' 2.00 40 50 80 70 80 90 100 I I 1 130 1 b 150 Joist Spacing LF—F"{ DissectedLoad (pmblk (UP ' LP) s Wier" =Lupin (LI� � �) • nron-rug4 LI/2 �L2/2 eeaar10t'"01 awc °�`a"0� t Engineered Lumber Residential Guide GPI and WI Series Joists Allowable Uniform Loads—Roof Pounds per lineal foot (PLF) NOTES: 1. Refer to General Notes on the previous peg a. 2. All (out joists to be sloped W in 12" minimum 3. Use of this table for horizontal spans should be limited to roof slopes of 2" per foot or len. For greater slopes, convert horizontal span to up -the -slope span using the chart below. 4. Total load deflection is limited to 1/180. For less deflection use the L/240 row. Up -the -Slope Spans & Cutting Lengths for Sloped Roofs �t9,fCiF�ilfil• I ! tlki��� .! rj� C:�F:�fLflLi�f(:7[i1fFJfr4l���ff�ff�f� WIVIiQMNEWIM i �tl'���:f/��if♦ISI nnrl F �S:�fft3k� ®�����f•Q�y]�iGS�flillEs�fFJ H�31"F �[�'lFr�fE�L� IE%l1k41f►L1IG1f�]f�Fl [?1������ �Ilfft•►rZ47�����������Q��OQ'1���0 0��'i�� ® vo©'' 10®���® 1®If117E�101Q710001�! 10100ro1� mf3:lF ®ter f uanu� M"foo forte©lar• fll?:f•Iin.17-�_������®E.i' fltllL���1�:1©�;70Fs7 '�' ����� E3Liw 7�.'' La.... ;, EJuf1lLuuF:�EJO�rJ�l�����I■ Y <® f® MEA x � "MMM � ®�LJr�iIVGJCWf.]:.:i mUM"'.(v'.M�...'��,r.. L1J 'N rdklf@17QS1Qi�Q:7rIT.77�17w�L�r,�E%�rr.��urrnr�"ExELi®" gym"®�"���H��""m"r�'"Li... N""MEA" mmmm iLJ"CIL' "E21' /'[ MrlFlir IM '®®"r'^•' "Mm "Q' frit�7�i7!17��-�;'��-�����e,-a,�-�����{r_��``_``''..-`1-+'•I-��f[-�1�y_���r,-;�{y-� e�Lr�:I �``-r.'��- �{L:J`Q�'Y/r�I'�YiQ��`0;� �K �fJ,a C11J�LTJ �'[ M�L1 "Ham4' 119"' �Y[J��YyG��.�•,^�.YJ tLtJ �L:!•MMU3 �irC����rii'�r�,'�L'i �t ...M rY� ®111111,111._ 1111♦�1�11111�,1�1(1,.�1[r-�{t-��{_�I{I 11�11+■�-11r��1(0������ ' r��L'�� �[ e.:G'..eel'r'�r^•�f.]YIrCYY:.:i{1J�4"/Yi/�L'iJ�i:�ll`41J®Y::J �f-��-��1{11�111,�1�11y11■�1y-�1�11t11r1,1-{r,-�_II(IIII', �� IICC�LJI�I�.JI�I�'�.W+�1�eI'i LL::amm ,:[ ® .t[ m®m®®®m®" ®�®®m Ii II r�rLL1. ®i�rrrritl-l�-1��{-��1(1�1%%y■]�{-� 111111, 111111, ®�L�4!•f'Jf�L:Cal®f..^..��L.1\�Y:.I!•IL"JY'.:141'1"G��I�JY�t'JCJf�. �1�{-1'-ra111111'llrl..11`ll�ll',�"11 {�...... '0'..t0'011iJ�t©�0 W.In'�. �.'��1�1-111111, ®���xxx�rr�aa��—�y-a�yrr����--��-�-������--_1a-� 1.1-1!-11-11111♦ ri•rrrritli• � 00©®;.�fc;r..i� 0 � -�il'�..®' M... ©10��QI CJ1�0 0�� ,•-••'/ ®� � �ea'..J�mmm0�0�0' 0�0a�F0' f(���1Yi�1��-���.�j•' �afj,f�jI,�!�� ..".e�JTL��e�'J/La,,yYy��Jf���:i/�{�Y�J{YrY�Y'�Y'L{�-{/'��J �-��e,'-.'Y-i-`r-'�i_/.f�v��r-��fL�1��-�� 7•�f:.'��Y{'fr�'���L'1/ �����-� r-,�-i�-'� f.-_r-�`y-'®�Y�OYa �(=}7'�r Lr'1IK�[]Y[SJ /'� eiLesl':I®'1®4IIeL..'I IYL LL'CII�IW r�.�fii I�IfL1•r17IW Ly�'L'i� r".�— e�'�i ICJL"ii�'11�0 �y��y���i���fa����i�� 1I 0' mmm /IL 14 T.� "LIA mm®®�IiJ..Ulm�'a'� {r�� �.{.� 00' �00(�,�0�/��� 11•v KM CMTjA�� aa-.�""�"�"'���11111,�1(11�1�11,�11(1.'11[1.i 111{1.1111, 1(1.(.� 1�1.��1{1,1)111, 1�1-�e,-1(11,111,.1{11�11�1,� 1{11�11�1, 1�11r1,11�, 1{11r1,11�,� 111111'11(1111-,1 'jam C4'�t'JCIei:L�Li�If.:���IY:JYYYii1rCYYLieWr�Yr'i�[LIIW `1WWW;.ll1111111�1�11�111y,�{44�JJ111111, {'��llSSr Y'i�Y'YILG�IGrI� ' IY�IIIL'J•fLi11�eY'� I1�'�.(©,�II�I�IJ��� lr �^i"M" /� Kj"M mm®r��"M" l[ E 7""mfe1[�: frnM��n���i�����i������]� 11 El[:lWLA" "" 3 ... MEJ...... L:�LVG�fJ�:IEsItr:"rIF3i7�1F�iFIQ:�I�LCdlleflQ:7�3fl::ilfk::1�3�'i']�®Q7 1i NOTES: 1. Refer to General Notes on the previous peg a. 2. All (out joists to be sloped W in 12" minimum 3. Use of this table for horizontal spans should be limited to roof slopes of 2" per foot or len. For greater slopes, convert horizontal span to up -the -slope span using the chart below. 4. Total load deflection is limited to 1/180. For less deflection use the L/240 row. Up -the -Slope Spans & Cutting Lengths for Sloped Roofs ktn x bLUrt, VAU i un ♦ tp lin H.) EXAMPLE: 7/12 slope and 20'-0' horizontal span, 2'-0" overhang (horizontal) one and 22' x 1.18=25.52' up -the -slope Ifs 14 -joist will be used, add 0.681eat 25.52+.68=26.20' .2x12"=2.4" or approximate, 21A". L=26'21&" �t9,fCiF�ilfil• I ! tlki��� .! rj� EKIM�® WIVIiQMNEWIM i �tl'���:f/��if♦ISI nnrl F �S:�fft3k� ktn x bLUrt, VAU i un ♦ tp lin H.) EXAMPLE: 7/12 slope and 20'-0' horizontal span, 2'-0" overhang (horizontal) one and 22' x 1.18=25.52' up -the -slope Ifs 14 -joist will be used, add 0.681eat 25.52+.68=26.20' .2x12"=2.4" or approximate, 21A". L=26'21&" Engineered Lumber Residential Guide System Performance The ultimwe goal in the design of a floor or roof sysesm utile and woes safety antl sabshc- tion.A~ iolsto seed m spns Indicated IN this aside naM or wroath mish m Wa criteria and will safely soppmtthe loads impanel on them. isdgemm mast be aW b ads- qutely steel Near eapecMroe lenity These a, pectimons may very from one user to another. • The specifier should consider the meaning of a given deflecgon limb in terms of allowable deflecbon and the effects this could have on the system. For example, L/M (spaM601 for a 30' span is 1" of deflection. 1/240 Would be 1-1f2," and UISO would be r of deflection Consideration might nen be -given to tens in which a loistwith s long span perallels a short span or a foundation and well. For esample, a 30' span with up to r of allowable live load deflection could be adjacent to an end well With no deflection, causing a noticeable difference in floor levels under full design load. • A Indoor Haar will result brans Wag a live load deffecdos lima of L/490 versus the code minimum I/= A Fact system with len mail load deflection than the code required LIM may be achieved by using a criterion at U240. • In addition ts more Wingert deflection limits, several other factors may improve overall floor performance. Redacieg joist spacing and/or Increasing the sabgoor lhieknm will leean dolood n bslvveea adlaaeaf item and lean= load sbmh& for increased flow sfiff , wo raeernnwad giving lbs seMoer to So loots before nailing or screwing rather then nailing alone. for additional a ftess, glue tongue and groove joints. Surfaces must be clean and dry before gluing As with any construction, it is venereal to follow proper inmallation procedures. Joists must be plumb and anchored securely to supporta before system sheathing is attached. Supports for multiple span joists must be level To minimize settlement when using hangers, joists should be firmly seated in the hanger bottoms. Leave a M gap between joist end and header. ifibMions may ester in floor win ea with my lima dW Ind, as in large empty rooms A ceiling attached to the bottom of the team will generally dampen rbraeon as will interior partition walls running perpendicular to the joists. If a ceiling will not be attached to the bottom of the joists, vibration can be minimized by nailing s continuous 2 x4 perpendicular to the bottom of the jousts at inidspan running from and well to end wall. Where future fin- ishing of the ceiling is likely, x -bridging or Wood I Beam bloclang panels may be used in place of the 2 x 4. GPI and WI Series _Toists—Residential Floor Span Charts AR PRF I ive Lnnd +10 PSF Dead Land Improved Performance' 4U4901 Join .lain Oa 12'a.c spacial (simple spa it 1r o.c. I fpr o.c. 2r ac. Iran. TIMOR 1 1 f 1 1�1 GPI 20 9W AR PRF I ive Lnnd +10 PSF Dead Land Improved Performance' 4U4901 Join .lain Oa 12'a.c spacial (simple spa it 1r o.c. I fpr o.c. 2r ac. Iran. spacing (MaMple alma) tr see. 19r ox. I 22" o.c. GPI 20 9W 17'-01' 151-07" 14'-09" 13'-10' 10' or 17'-01' 16'-02" 14'45" GPI 20 11th 211' 18'42 77'-08" 16'-08" 22'-03' 13'-08" 19'-01' 18' 15'-00' 97--- --78'-00' IB' -08" 15'-01" 79'-08" 19'-06" IB' -00" 161-06" 14'-09" GP140 11 A' ---TI'-08" 19'-08" 781-07° 1T -0T 2:1'-06" 91'-10" 19'-00" 17-00" W -or 11' 24-W 22'-W 21'-00" 18'-I1" 28' ° 23'-01" 21'-01" 10'-10' '42" IIW-- 73' 21'-03° '-or 18' 2 '-11"101.011. SPI 65 14' 26'45" 4r 21'-09 --2117`- 181-00" 151-08' 19'-01' 12'-10' 18° '-0/ 29' or 25'-03• 26' , 32' '-11' 15'4D8" 14'-03" 9 18'-00" 18'-08" 15'-07' 14'-01" 79'-07" 17'-02' 15'-08" 1{'-0r WI 40 117' 21'-06" 19 -Or 18'402' 161-03° 23'-00" 19'-11" 181-W 161-02' 24 14" 24' C4' 22'-01'. 20. 02 18' cc.. 25'-86.. 22' 01" 20' O1" 18100- 8'Ott"11th -01" I I T 22'-00" 79'-08" 19'-06" 19'453" 24'-08" 22'-06" 21'-W 19'-0" Will Go 14" Ir 257:9-2J' 21'-02' 26' '-01' 25'-Q2" 21'-W 19'49" 27'-0i' 11A' 24'17" 22'408" 21,-01' 19'-11" 27'-01" 24' 23' -Cr 21'-00• W180 it 28 " 25'-09' --T4 --03" rL'-08' 30'-10" 91'-00" 26'-05" 21'-11' 39'-02" 16" 31'-04" 79'-08" M-11" 25'-01" 31'-W 37'-01" 29'43" 23'-11" 40 PSF Live Load +20 PSF Dead Load Improved Performance' 4U400) Jo .let 'teed Do iron Spacing (Simple Span) treo. 18r= 2r D.C. 1r mm Spacing pMvSiple, Span) lr e.s. 19r Ova. Wo.c GPI 20 BW W-01" 151-07" 14'-09" WAY 181-01" 18' -or 14'-09' 13' 11 M 1 -06" 17 15'-04' 211.0. is,fT of, 15 9 - le, -or 16'-06' 15'-01" 13'-08" 19'-01' 161-06" 15'-00' 13'-05' GPI 40 117 21, -or 19'-0i" --717 -W 15' -Cr 21'-00" 191-W 171-04" 151-W 11" 24'-01" 21'-0r 191-03' 77'41r 24'.01" 21'-07" W -or ill -all GPI as 117-21 19' '42" 17 14' 21' 17 1 25' '-1 21' Milgil WI 40 9 181-00" 151-08' 19'-01' 12'-10' 18'-01" 15'4D8" 14'-03" 12'-09' 117" 21'-W 18'-02' 16'-07" 14'-10" 21'-00' 1111-W 16'-06" 14'-09' 14" 21'-W 201-02 181-05" 18'-05" 23'-03" 26'-01" 19'-04" 18'-01" 1 1 ' 1 i7 24 1' -05'-7771- 1 ' ' W1 60 1 2' 18 -01" 1a' 1 1 ....... 7M 24'-11" 72'-09" 21'-W 19'-11' 27'-0i' 24'-08' 2MV-W i'-02' W180 I9" 26'-m" 25'-09" 29'41' 21'-02" 30'-10" 28'-06' 24'-11" 19'-11" 18" 31'-02 29'-09" 26'-06' 21'-02" 39'-02" Nam: 7. These span chests are based on uniform loads, as noted above; live load deflection is limited Far 1/490 its boor pwfomeesa floor performance is greatly influenced by the stifllress of the floor laws. Experiencehasshownthatloiabdesignedmthcodeminimumliveloaddeflec- ban (L/3001 vd8 result in a fear Which may not maetthe expectations of some and were. G -P strongly, recommends flow span for Wood I Beam joists be limited Mthm given above, which are based on 11480 live load deflection (One-third stiflorthen required by code.l 2. Spens are clear distsncos between supports, and ere based an composite action with gleed - nailed APA Read Sheathing or Strad -1 -Roar of minimum thicknna IWOJ44 0 or 20 ocl for joint sparing of 7927 or Im. or 2=(48V24 or 24 oel for a joist spacing of24". Adhesive mug meetAPAAFG-M arASTM 03498. Apply s condnuouc lin of glw leboa 7/r diametsd tatap Menge ofiaiao. All & dams must be clean and dry. If sheathing is nailed only (not mcom- mendad), reduce sons by 17 S. Mtahmm and hemfng ingl o 1-014: MWM= iaomwdWa bMag ong6 In 3-1/11". 4. End spans of multiple -span joats must be at lowt40% ofthe adjacent span. 5. For loading other than that shown above, therm Unifarm Load Tables, we G -P FASTBeams selecion sottwaa, or contect6-P Engineemd Lumber Technical Service. 8. Not all produces am available seal diNbubon c item; comaG-P for availability. Engineered Lumber Residential Guide Performance Based Joist Selection Guide Determine span, select desired perfornremx level, choose joist option. Performance Criteria Live Load Total Load Max Joist Spacing Recommended Sheathing/Sterd-l-Floor'` 3. HIGH PERFORMANCE Deflection Deflection Depth 1. Code allowed minimum` V350 L/240 24" ah" 4IV24 APA° Rated Sheathing (glue is recommended) 2. Improved performance 4480 Lrm 192" (24" for W 180) %" G -P PRD" Plywood Sturd-l-floor• 24" D.C. or 48I24APAe Rated Sheathing, 24' D.C. fly 197 D.C. glued and naiad 3. High performance L1600 11480 Ill" (19.2" for W I SO) Y G -P TaughPly' plywood, glued and nailed Pooien Sabectloe 0eW 6wN w jolet epna. Datrsdw epee, Belem daalead pnrfoeaeew IawL ehaow joitoPeas. Pri deet above The bold Hee is each causes are lhn*W toile Ilea load deflection when felly leaded. Floor 1. CODE ALLOWED MINIMUM' 2. IMPROVED PERFORMANCE 3. HIGH PERFORMANCE Span Joist Depth S ting De th Spacing De th Spacing 38'6" GPI 20 9X" 24' D.C. fly 197 D.C. 96" 16" D.C. 8 40 Series 9%- 24" o.c. 9X' 19.7 o.c. 9%" 16" o.C. 14' WI GO 11%" 24"o.c. ll:r 19.2"o.c. 11X" If o.c. 15 GPI65 11%" 24" D.C. 11;5' 19.2"o.c. 11X" 16"o.c. Vill so 11W 2Vo.. 1' "oc. 1'" GPI 20 11X" 24' D.C. 11X" 19.2"a.c. 11%" 16" D.C. 40 Series 11X" 24" D.C.9'6' 19.7 o.c. 9'/" 16" O.C. 15' W1 60 11X" 24' D.C. 11X" 19.2"o.c. 11X" 16, D.C. GPI 65 11X" 24" o.c. 11%" 192" a.c. 11X" 16" D.C. Wl80 11' " 24" D.C. 11X' 24' D.C. 1131" 19.7 o.c. GPI20 116' 24"o.C. 116" 19.2"o.c. IIW 16" D.C. 40 Series 11X' 24"D.C. 11X" 19.2"o.c. 11X" 16'o.c. 15, WI6o 11%" 24"O.C.9'/' 19.2"o.c. 11%, 16"o.c. GPI65 Wr 24"o.C. 11X" 192"o.c. 11%" I6'o.c. W180 114" 24"o.C. 11X' 2Va.C. 11X" 192' D.C. GPI 20 11%" 19.7 c.c. 11'R' 19.2" o.c. I IX" 16" D.C. 40 Series 14" 24" D.C. 11%" 19.2"a.c. 11X" 16" D.C. 17' WI60 11X" 24' D.C. 11%, 19.2'o.c. 119!' 16' D.C. GPI65 11X" 24'o.C. 11X" 19.2"o.c. 11X" 16" D.C. WI 80 f1X" 24"o.C. 11%" 24"a.c. 11%, 19.7o.c. GPI 20 116" 16" D.C. 116" 18" a.c. 116" 17 o.c. 40 Series 14" 24" D.C. 11X" 192' D.C. 14" 16" o.c. 18' WIM 11%" 24" D.C. 11X' 19.2"a.c. 113v 16"o.c. GPI65 11%, 24"oc 11%- 192"n.c 1111" 16"o.c. WI SO 11X" 24"a.C. 11X" 24"o.c. 11X" 19.7 D.C. GPI 20 116' 17 D.C. 11X" 12"o.c. Does not work 40 Series 14" 19y D.C. 14' Illy D.C. 14' 16" D.C. 19' WI GO 14" 24" D.C. 11'6" 19.2" o.c. 14" 16' D.C. GPI65 11%, 24' D.C. 11X" 19.7o.c. 14" I6"o.c. W1 00 11%" 24"D.C. 11%" 24' D.C. 14" 19.7o.c. 40 Series 14" I9.2" o.c. 14" 18" D.C. WI 80 14' 19.7 a.c. 14" 16" a.e. 20, DPL 65 11W 192' D.C. I4" 16" D.C. Wf Ir 14' 19Z oz. 40 Series 14"' 16" o.c. t4' 17 D.C. W I fig 14" 19.7 o.c. 16" 16" o.c. 21' GPI 65 14" HIT D.C. 16" 16' D.C. W1 89 N0�' Pleese Tribes to 14" 24" D.C. 14" 19.7 D.C. 40 Swiss I4'° 17 o.c. 14" 17 D.C. WI rig 14" IV 19.7 D.C. 16" I7 oz. 7[ GPI65 "Improved Performance" Illy D.C. to" 16" ex. WI M or "High Performance' 14" 24" D.C. 16" 192' D.C. 40 Series 14"a 17o.c. Does not work WI fig I6' 19.7 o.c. 16m 12" D.C. 23, GPI65 I6' 19.7a.c. 16, 16"o.c. WI S0 Is" 24" D.C. 16" 16" D.C. W1 so 16" Ifi"o.C. Doasnatwork 24'GPI85 16" Illy o,0, ill" 17o.c. W1 1 9Y .. 'Nor Recommended. Experience suggests the end Door may not be satisfied! with the minhum system performance. NOTES: 1. Table assumes normal rosidimal loads of 40 PSF live load and la PSF dead load except for "High Layout Guide for 192' o.c. Spacing Performance"column. High Performance system is based on 40 PSF live load, 2D PSF dead load. 1 199.4" 6 1151/1e 11 211 a/+6' 2 Table assumes simple span applications. 2 38'6" 7 134%' 12 230'6" 3. If load bearing ways from above do not stack directly to walls or beams below, call G -P. 3 57°6" 8 153°6" 13 249%4" 4. Many combinations at series, depth and on comer spacing can provide desired performance levels. the 4 76"/6" 9 17213/4" 14 288'1/4" recommendations in this bible are based on performance, costs and installation fnctma. For other 5 96"(8') 10 197(16') 15 288"(24') options contact Georgia-Pacific. Engineered Lumber Residential Guide Roof Joist Maximum Span Chart -125% (Non -Snow) 1. Roof joists m he sloped min. Win 12." No camber provided. 2. Maximum deflection is limited to L/180 at total load, L/240 at live load. 3. Maximum slope is limited to 12" in 12" for use of these tables. 4. Tables may be used for simple and multiple spans. 5. End spans of multiple -span joists must be at least40% of the adjacent span. 6. For other loads or on -center spacing, see allowable uniform load table. 7. Minimum end bearing length is 1V Minimum intermediate bearing length is 3W.. LoadrGPI Joist SM e d 4112 or Mss S e of overV12throu h 8712 Sloped over 6112 through 12112 PSF De 17' o.c. 192' O.C. 24" o.c. 16" O.C. 192 O.C. 24" o.c. tr o.c. 192" O.C. 24" O.C. SY 21'-10" 20' 19'-00" 20'-07' 19'-04" 17-11" 191-01" 18'-00' 16'-08" 11X' 25'-03" 24'-0r 22'-10" 24'-09' 23'-03" 21'-08" 23'-00" 21'-07" 20'-00" 9W 23'-04" 21'-11" 20'-0r 22'-00" 20'-08" 191-01" 20'-05" 191-02' 17'-0r 116' 27'-11" 28'-03' 24'-03' 26'-04" 24'-09" 22'-11' 24'-05" 22' -II" 21'-03' on-Snow14" 31'-06, 29'-09" 27'-00" 29'-11' 28'-01' 26'-00' 27'-0r 26'-01" 24'-02' 125%1131" 30'{17' 211W 26'.-67' 30'Ar 26'-04" A'Ar 77'-11" 26'-03" 24'A4' 14' 34'-10" 82'-08" 301-03" 84'-04" 32'4)4^ 29'-11" 31'-17' 29'-11' 27' -Or 16" 1 SB' -0r '-11" 33'4)r 35W 33'4W 30AT I Live 20 9W 23'-04" 21'-11" 20'-01" 23'-00" 21'-07" 201-00" 21'-03" 201-00" 18'-0r Dead 10 W140 1135" 77'-11" 26'-00" 23'-0r 2T-07" 25'-11" 24'-00" 25'-06" 23'-11" 22'-02" 14" 31, -or 28'-I0" 25'-W 31'-03" 29'-05" 28'-11" 28'-11" 77'-0r 25'-03" 11W 29'-0r 27'-10" 25'4)9' 29'4W 27'4)6" 25' -Gr 771-01" 25'-05" 23'-07" W160 14" 33'-0r 31'-09" 29'-05" 33'-04" 31'-04" 29'-00" 30'-10" 291-W 26'-1r -1 11W 33'-00" 31'-00' 28'-0r 32'-07" 30'-07' 28'-04" 30'-02' 281-04" 26'-03' W1 80 14" 37'-06" 35'-0r 32'-07" 37'4V 34'-10" 32'-03' 34'-03" 32'4r3" 29'-10" 16" 41'-07" 39'-01" 36'-02" 41'-01" 38'-0r 35'-09' 38'-00" 35'-0r W-111' Load Joist Sb e adw 412 or less Slope of or 412th u h 612 SI of war 8/12 through 12112 Jit Joist Depth I6" D.C. 19 O.C. 4 a.c. IT o.c. 1920 o.c. WO.C. IT O.C. 19 "e.c. 24 o.c. GPI 20 91" 20'-08" 19'-05" 18'-00" 19'-05" 18'-03" 16'-11" IT -11" 161.10" 15'-07" 11 4'-r 23W 21'-0" 23'-04" MAI" 20' 21'-06' '43" 18'-09" 935' 22'41" 20'-0r 19'-02" 20'-0r 191-06" 18'-00" 19'-0r 181-00" 16'-08" GPI 40 11W 26'-05" 24'-I0" 22'-06" 24'-10" 23'-04" 21'4rr 22'-11" 21'-08" 19'-11" Non -Snow 14" 30'40' 27'-11" 24'.11" 28'-02' 261-06" 24'-02" 26'410" 24'-05" 22'418" 125% 1131 2B'-11" 77'-02' 25'-01 28'-03' 26'41r 24'-07" 28'-00" 24'45" 22'4)7' GPI 65 14" 33'-00" 30'-11" 28'-01 32'417 30'4W 26'-80" 29'-07" 77'-10" 25'-08" Live 20 97x" 22'-01" 20'-0r 181-06' 21'-06" 20'-03' 181-09' 19'-I0" 18'-07" 17'-03" Dead 15 WI 40 11W 26'-04" 24'-00" 21'-05" 25'-0r 24'4W 22'4H0" 23'-0r 22'-0r 20'-08" 14" 29'-0r 26'-0r Z3'-10" 29'-0r 77'-04' 24'-0r 26'-11' 25'-04" 23'-04" 11W 28'-01" 26'-04" 24'-05' 271-05" 25'-08" '-10" 25'-02' 23'-08' 21'-11' W160 14" 32'4W 30'400" 77'-10" 31'-0r 29'-04" 77'4)7 28'-09" 27'-00^ 251-00" 1 4" r 11%x" 31'43" 29'-04" 27'-0r 30'-06" 28'A8" 26'-06" 2B' -0I' 26'-04" 24'-05" WI Bo 14" 35'-06' 33'-04" 30'-10" 34'-0r 32'-0r 30'-02' 31'-1 I" 30'40" 27'47 16" 39'-05" 37'-00" 34'-03" 38'-05" 38'-01' 33'-0 5" 33'-0r 30'-10" Lard Joist SI of 02 or leas Slope all war 412mro 8112 S sat r8112 through IZ42 PS 'I°w RIO 16" O.C. 192' D.C. 24' o.c. 16" o.c. 19 r g.a. 2Jr e.g. 16" o.c. 192 D.C. Z4' O.C. SPI 20 Or 191-09' 181-06' 11'-0r IFR 17'4W 16,41" 1T -Or 15'-11" 14'-09" 11W 23'-06, 22'413" 20'-0r 22'41r 20'-10" 19' 20'-05" 19'-02' 171-09' 9%, 21'-00" 19'-0r 18'-0r 191-08" 181-06" 17'-01 IB' -01" 17'-00" 151-09" GPI 40 11W 25'-0r 23'-06" 21'.W 23'-07" 22'-0r 211'-0r 21'-08" 20'-05' 18'-11" on -Snow I4" 28'-06" 26'-00" 23143' 26'-10" 25'-0r 22'-05" 24'-08" 23'-0r 21'A5" 125% 114" 2r -0r 25'-11' 24'-W 2V -W -01" 4)3" 24' 25'-00' 211-04" GPI65 14" 31'4r 29'-06' 271-04" 30'-05' 28147" 26'4)9' 27'41' 28'43' 24'-0r 16" 34'-11" 32'-t7' 30'-05" 33'40" 31'-0r 291-05" 31'-00" 29'-0r 77'-00" Live 20 97x" 21'-00" 191-04" IT -W 20'-04" 191-01" 17'-01 18'-08" 171-06, 16'-03" Dead 20 WI 40 11W 24'-07" 7'2'-05" 20'-00" 24'-05" 22'-0r 20'4W 22'-04" 21'-00" 19'-03" 14' 77'-0r 24'-I0" 22'-0r 27'-07" 25'-0r I 22'-01 1 25'-05" 1 23'-10" I 21'-05" 11W 28'49" 25'-01 2341r 25'-11" 24'-04" 27'41r 231-09" 22'-04" 2111-01 W1 60 14' 30'-08" 2W -W 281-01" 29'-06" 77'-09" 25'-01 27'-01" 25' -05" 23'47 - IV 33'-11" 31W 28' '4W 30'.01" 11W 29'-09" 27'-11" 25'-10" 28'-10" 27'-01' 25'-01" 28'-0r 24'-I0" 23'411 WI SO I4' 33'-1r 31'-17' 29'-05" 32'4)r 30'-0r 28'-06" 30'-01" 2B' -0r 26'4r 17' 37'-01" W-017 32'-01 36'-04' 34'-0r 31'-01 33'-04" 31'-04" 29'-01 Engineered Lumber Residential Guide Bonus Room Floor Joist Selection Guide L X WIJoists(Sebes—Depth) BPI 65(Depth) (Span) (Knaewall Spacing Spacing Location) 12" a.c. 111 192" D.C. 24o.c. 12" o.c. I6" S.C. 192" o.c. 24" a.c. 4' 60-111%" 60-14" 60-16" 80-16" 11'A" 14" 14" 16" 20' 5' 60-14" 60-14" 60-16" 60.16" IIA' I4' 16" 16" 6' 60-14" 60-14" 60-16" 80-16" 111A" 14" 14" 16" 4' 60-14" 60-16' 80.16" 80-16' 14" 16" 16" Call G -P 22' S' 60-14" 60-16" 80-16" Call G -P 14" 18' 16" Call G -P a' 60-I4" 60-16" 80-16" Cell G -P 14" 16" 16" Call G -P 4' 60-16" 80-16" Call G -P Call G -P 16" 16"' Call G -P Call G -P 24' 5' 60-16" 80-16" Call G -P Call G.P 16" Call G -P Call G -P Call G -P 61 60-16" 80-16" Call G -P Call G -P 16" Call G -P Call G -P Call G -P 7' 60-16" 80-18" Call G -P Cell G -P 1s' Call G -P Call G -P Call G -P 4' 80-16" Call G -P Call G -P Call G -P Is, Call G -P Call G -P Call G -P 26' S' 80-16' Call G -P Call G -P Call G -P I6"e Call G -P Call G -P Call G -P 6' 80.16" Call G -P Call G -P Call G -P 16"e Cell G -P Call G -P Cell G -P 7' 80-I6" Call G -P Call G -P Call G -P 16"' Call G -P Call G -P Call G -P `Under these conditions, live load deflection meets building code, but does not meet 4488. worst case o L/467. Design Parameters: 1. Glued and nailed floor sheathing. 2. Deflection limits: L/240 total load, L/480 live load, unless noted otherwise. 3. Roof bads of 30 PSF live load at 115% (snow load). 4. Roof dead load of 12 PSF (asphalt shingles). 5. Roof rafter slope between 8/12 and 12/12. 6. Kneewall weight of 40 PLF. 7. Attic storage bad of 20 PSF five bad loutsids the kneewalls). 8. Floor live bad of 40 PSF (between the kneewalls). 9. Attic and floor dead load of 10 PSF. 10. Straight gable roof framing. No hip framing is permitted. 11. For all other conditions, call Georgia -Pack Engineered Lumber. DO NOT Do xtMwl aapl�hryeM W W tse afvwll. Mad l now hbclana or FibarSaong' dm board IM 2 x _ roof and wall framing Bonus Room or DO 9*1 :f Engineered Lumber Residential Guide Roof Joist Maximum Span Chart -115% (Snow) of 4112 or k= denier 4112th hW12 of ever AM th y12 Joist"�Sic 16"o.c, f D.c. 24"o.c. 1 D.c. 19 o.c. 4 o.c. 18 o.C. 19 e.c. 24 ac. GPI 20 1-01 -07" 17'-0 1 r 17'-0 1 17 1 ' " ISAV11%" 23'-09" 22'41T 19'-11" 22'-04" 21'-00" 19'-0r 20'-0r 19'-05' 18'-20" 9%" 21'-01" 19'-07" 17'-06" 19'-1r IB' -0r 17'-01" 18'-05" 17'-03" 16'-00'GPI rLmd 40 113" 24'-1r 22'-07" 20'-03" MAT 22'-00' 19'-08" 22'-00' 20'-08" 19'-0r 4 11%" 27'-0r 28'-00' 24'-0r 26'-01' 24' 22'-0r 2 '-0T 22'-09' 21'-00"GPI 65 14" 31'-08" 29'-07' 2T-05" 29'-0r 27'-11" 25'-1r 21'-08' 25'-1r 23'-11" -11" 33've 9%" 20'-05" 18'-07" 16'-08" 19'-1r 18'-02" 16'-0T 18'-05" 1T-03' 15'-07" Dead 15 WI 40 11W 23'49' 21'-07" 191-03" 23'-0r 21'-0r 18'-0r 22'-00" 20'-03' 18'-01' 14" 20'-02" '-11" 21'-04" 2'-0 ' 3" '-1r 24'-0 5" 20' " 1115" 20'-lr 25AT 22'-0r 25AT 23'-09" 22'-0r23'-05" 22'-00"20'-W W1 60 14" 30'-07' 28'-01" 25'-01" 20'-1r 2T-01" 24'-05' 26'-08" 25'-01" 23'-03" 16" 33'-05" 30'-00" 27'-03" 32'-00' 29'-08" 26,-W 20'-0r 27' -Ir 25'-07" 11%" 29'-10" 28'-00' 25'-I1" 20'-01" 20'-05" 24'-05" 26'-01" 24'-06" 22'-08" WI 80 14' 33'-11' 31'-10" 29'-06" 32'-0r 30'400" 27' -Ir 29'-08" 27'-1r 25'-09" 16" 37'-08" 35'-04" 32'-05" 35'-0r 33'-04" 30'-1r 32'-ir 30'-i l" 20'-07" Load Joist Slope &14/12 or lase e d over N2 throw h 8712 Sb d over 8/12 through 12/12 PS 'low De 16" o.c. 1 o.c.723'-01' . 1 2' o.c. 4 o.c. 1 D.C. 1 D.C. 4 D.C. SPI 20SKI IT -00" 171-10" 5 114" 22' -Ir 21'-0r 20'-03" 18'-04" 20' 1 '-09" 17'-05' 9%" 20'-03' 181-06" 17'-11" 16'-01" IT -09' 161-08' 15'-05" GPI 40 11K 23'-05" 21'-04" 22' -IT r28'-07' 20' -Ir 18'-07" 21'-03" 20'-0r 18'-0r Snow 14" 25'-11" 23'-07" 23'-01" 20'-07" 24'-0T '-04" 19'-11" 115% 11%' 20'-07" 24'-11" ' 23'-07" 21'-1r 23'-04' 21'-11" 20'-03'GPI 65 14" 30'-03" 28'-05' 20'-10" 24'-lr 26'-07' 24'-11" 23'-0I" 1r 33' 31'-07" 29'-1r 27'-0 " 29'-06" 27'-09" 25'-08" live 30 9X" MAT 17'-07" 17'-0T 15'-04" 11'-09" 16'-07' 14'-1rDead 15 WI40 11%" 22'-04" 20'-04" " 19'-10" 17'-0r 21'-01" 19'-03' 17'-0T 14' 24'-09" 22'-01" 20'-0T 24'-0T 22'-00" 19'-08" 23'-04" 21'-04" 19'-01" 114" 25'-0r 23'-11' 21'-04" 24'-04" 22'-1r 20'-ir 22'-07" 21'-03" 19'-0r WI 60 14" 29'-01' 20'-0r 23'-08` 27'-0r 25'41" 23'-0T 25'-0r 24'-0T 22'-05" 1r 31'-06' 28'-0r 25'-04" 3r -0r '-0I" 25'-01" 20'-0T 28'-11' 24'43" 11%" 28'-08" 26'-11" 24'-11" 2T-01" 25'-05" 23'-06" 25'-0T 23'-07" 21'-10" W180 14" 32'-07" 30'-07" 28'-03' 30'-10" 28'-11" 26'-09" 20'-0T 26'-10" 24'-11" 16" 36'-02" 34'-00' 30'-07" 34'-0T 32'-01" 29'-08" 31'-nT 29'-10" 27'-07" lead Joist Sloe of 4/12 or less Slo a of over 4/12 throw h 8/12 Sloe of over 6712 thr 012112 PS Joist De 16" D.C. 19T D.C. 24" D.C. 16" D.C. 192' D.C. 24" D.C. tr D.C. 192" D.C. 24" o.c. BP120 11-09" 18'.05" 14'-0r IB'- r ib' 14'-0r T5' -0r T4' 13' " 11%" 20'-111' 19180' W -W 20'402' i- -0r - I111-08, 1r-10' 17';W ""or 9'h" 18'-04" 16149" 14'-11" IT -11" 16'-05" 14'-08" 16'-08" 15'-08" 14'-03" GPI 40 11W 21'-02" 191-04" 17'-03' 20'-0r 18'-11" 16'-11" 201-00' 19'-05" 161-0r Snow 14' 23'-05" 21'-05" 19'-01" 23'-00' 21'-00" 18'-0r 22' r '-0r 18'-03" 115% 113" 24'-10' 23'-03` 21'-08' 231-0r 22'-01" 15 21'.111 20'407" 19'-01' GPI 65 14' 28'-03' 26'-07" 21'-0T 20'-0r 25'-02" 22'-05" 25'4 r 23'-05' 21'-09' 16, 31' 27'-01" 21'-0F '-0r 27'-11" 22'-05" T r 28' " 24'8 live 40 9h" 17'-05" 15'-11" 14'-0T 17'-01" 15'-07" 13'-11" 161-08" 15'-0T 13'-07" Dead 15 W140 11%" 20'-0T IB' -05" 16'-05" 19'-0r 18'-01" 16'-01" 19'-03" 17'-07" 15'-08, 14" 22'-05" 20'-05" 18'-03" 21'-11" '-0r 17' -Il" 21' 4" 19'-06" 11'-05" 118" 20'-0r 21'-09" 19'-04" 22'-1r 21'-03' 18'-11" 21'-03' 201-011' IB' -0r WI60 14" 26 -or 24'-0r 20'418" 25' -Ir 23'-08' 21'-' 24'-03" 72'-08' 20'-0r 16" 33'-05* '-0r 27'4r3" 32' -Or 29'4W 28'49" 291-0r 27'-10` 25'-07' 11%" 26'-0r 25'-02' 22'-1r 25'-04" '-1r 22'-0r 20'-0r 72'-03" 20'-07" W180 14" 30'-06" 28'-07" 25'-0r 28'-10, 27'-01" 25'-01" 26'-11" 25'-03" 23'-05" 16" 33'-1r 31'-0r 25,-W 32'-0r 30'-01" 25'-03" 20'-10" 2B' -0r 23' -II" Load Joist Joist SI d 4/12 or bas SI d poor 4112th h 2 Sloop d over 8/12 through 12112 1r e.g. 192' o.c. 24" D.C. 18" D.C. 192' o.c. 24" o.c. 1r D.C. I 1 T o.c. I 24" o.c. PS De GPI 20 92'' 16'07' 15'-01' 13'- 15'-11" 14'-1r13'-03" 14'-tr 131-11, 12'-1 t" p ,-0 9%" 16'-11" 15'-05" 131-09" I6'-07' 15'-0T_ 13'-06" 15'-1r 14'-09" 13'-0T GPI 40 11%"191-06, 17'-0r 15'-1r 19'-0T 17'-06" 15'-07" 18'-09` 17'-01" 15'-03' Snow 14" 21'-07" 19'-08' 17'-07" 21'-03' 19'-04' --2D7-IF- 1T-03' 20'-0r 18'-11" 16'-11' 115% 113" 23'-04" 21'-11" 18'-03' 22'-03'---19-'W-20'"tr IF -01 - GN 65 14' 20'-07" 22' -Ir 181-03" 25'-04' 23'-1r 191-00" 23',08' 22'-03' 20'-07' 2/'191-00" 201-W 2V4W 211-W Lin W 9%" 16'-00" 14'-0T 13'-01" 15'-0r 14'-05' 12'-I0' 15'-05" 14'-01" 12'-08" Dead 15 WI 40 11%" 18'-07" 16'-11" IS' -01" 18'-03" 161418' 14'-tr I7' -1r 16'-03" 14'-08' 14" 20'-07" 18'-0r 16'-0r 201-W 18'-06" 16'-08" 19'-09' 18'-01' 16'-01" 11 21' -Ir 19'-11' 11'-08" 21'-06" 19'-07" 71-06" '-0 '-11' 17 -0t" WI Bo 14" 24'4)3' 21'-11' 17'-0r 23'-1r 21'4r 18'-0T 23'40" 21'-0r 18'-I1" 11%" 25'-02" 23'-07" IT -W 24'-0r 22'-0r 20'-01" 22'-05" 21'-0I" 19'-0r WI 80 14" 20'-0r 1 26'-04' 21'-02" 27'-04" 25'-0r 21'46" 25'-06" 24'-00' 20'-06" 16" 31'-03' 26'438" 21'-0T 30'-04" 20'-11" 21'-06" 20'-04' 25'-0r 20'-06" 04/14/2003 11:00 7187683047 LAFAYETTE i:l Glass Railing ` OPTIONS FOR MOUNTING GLASS MOUNTING Resilient setting blocks sucport and cusri;,, eda s,i ::s - els as they are inserted I, the ;:hoe Ser rg t'i r. s should be 4' to olong ano olaceo at Dents 8n:1 °_ :-f the length of the panel from each end. space is al C.'. e:1 for plumbing and grouting of glass Sna�ar bl,)ci-3 should be inserted between aojoining glass panels r; prevent glass to glass contact The alum,num shoe moulding may be recessed flush the floor mounted on the top surface of the floor of a structural member Section No. 1142 may - also e mounted directly on the face of a stringer or ) also be 'Mlru�,l pie -form. Substantial anchorage must be provided to su5taln lateral loads at the too of the rail. HANDRAIL ASSEMBLY A ;iny' channel protects the top edge of the glass pa n0i and fits closely inside the handrail moulding. A �vindsnleld Sealer type clear aOneSNe IS reCOmmended Eno caps may be attached to tubular handrails with or without welding r'fv�P°F�fi SPLICE CONNECTIONS Internal corrector slee.es are .Sea for enc Ir' . - connections of nanora,l ano for attacnmg curr,e, and wall returns They slip .n with a tight f t ano are fas. teneci with structural adhesi.-e or set scre 4� .� l WALL HANDRAILS JB Glass Railirg hanciraiie. Gan be aall n'gir1:e 'l BENDS AND RETURNS, MATCHING TUBING (.ttrlritkdt wall •ail brackets An antro, bu;* s oe 'ruoa ar corner nerds matcn the contour Of 21/2" round the recess of the hanoraii and is ir.ckee i- c Ince c-, c har.drail shapes out 'Adhout the recess on the under- bracket mount ng Screws. Trig nar!lraii brake- side fAitered corners are supplied for all round hanorall is concealed Inside the recess of the narc -a,, Ij -rJ _r. Sh,ipes Eitner can be used as wall return Matching side of handrail may be dosed .+Ith alunl.r u-^ 21- tubing is also stocked in straight lengths. or stainless flat JUL IUS BLUM & CO., INC. CARLSTADT, N.J. (201) 438-4600 -(212)695-2236 • (800) 526-6293 -TELEX 13.3491 •0 : 4/21/ s r, 2003 11:00 7187683047 LAFAYETTE p;y1_F �,• o• _ i l "Ia�r Allay f;liA3-T52 snitahle for anodizing. � Glass 1ia11ii1C.J hn•iH til :)II11V ('DA'81. handrail is 18-8. type .31-4 • .IAry�1{i AJC M4,V1 [_`IV _.- 'r ' 11 I L � l � Ili I �� ..� .'I •� r, / fJ 237 il,rn:A •, u. �. i E. IN, •pi � .. �I ll II. \•\ 1 Irl.- ;ii I PI ". TADT fa 1 (2011118 fin0 131:1695-2236-i1525 h'.'4f lElE.� •. .1. Glass Railing 14 jk... F1:ft GLASS MOUNTING Resilient setting olocK5 Support and ]ushnn glass pan - e15 85 they are inse'ted �n the Shoe Setting bipC k5 should be 4" to fJ long and placed at points :/+. and 3e Of the length of the panel from each end Space is aYlowed for plumbing and grouting of glass Spacer If40-,k5 should be Inser:eC be:w eer ao;oin,ng glass oemels tc pre Vent glass-tn-glass conra"r. OPTIONS FOR MOUNTING The aluminum shoe moulding may be recessed flush ,vitt, the floor Or mounted on the top surface of the - - floor or of a structural member. Section No. 1142 may also be mounted directly on the face of a stringer or , platform. Suostantial anchorage must bo provided to si,s,taln lateral !oecs at the top of the rail. g.iii D* HANDRAIL ASSEMBLY A vinyl channel protects trio top edge of the glass pane' and fits, closely Iniiii the nandrail moulding. A windshield sealer type clear adhesive is recommended. End caps may be attached t0 tubular nandra6s with or without weleing. I BENDS AND RETURNS/MATCHING TUBING il,ouiar corner Genas match the contour of 2vY' round nandrail shapes out w:tnout the recess on the under. Alae Mitered corners are supph8d for all round handrail shapes Either can pe used as wall return. Matching 21N' tubing i% aISC stocked •n straight lengths. SPLICE CONNECTIONS Internal connector sleeves are used for end-to•eno COnnectione of nandrail and for attaching corne^ benus and wall returns. They slip n wits a tlgnt f,r ano are fas toned with structural adhes ,e or set screws a� )J 11. WALL HANDRAILS JS Glass Ra.ling handrails Can tie Nal, rr JUnted usi-rg CChrist Ftlt W811 •8J braCKet5 Ar anChOr ObCM Sups :n10 the recess of Shp naneraii ano IS locked �r• Oli3Cel Cy :I'$ OraCket mounting SCre,vS The nancrali Cracket flSnge Is concealed inside :he recess of the ne^drail Under. side of henorail may Me CiOsed .v�th a um,num Closure or stainless flat. JULIUS SLUM A CD.. INC. CAFLBTADT, N.J. (201) 438.4600 -(212)595-2236- (800)826.6293• TELEX 13-3491 04/24/2003 10:32 7187683047 LAFAYETTE PAGE 92 lC IM handrails are Alloy 6063-T52 suitable for anodizing. Glass Railing, t3RQNT.E handrail is alloy CDA -385. STVNI-FSS STEEL handrail is 18-8, type 304. .'_ SHOE MOULDING 'L HANDRAIL MOULDINGS 20lengths except as; n^•ea .vumrnum 5.42It, :fl 6061-T6 20 -Cr 'engtrre 1-1 • 1 1 732 Aluminum 1.52 lb 'ft. 1 1222 Bronze 4.51 lb./ft.' s 16' lengths > Awminun`1 8 24 1b. ft, 6063-T52 20'-0"lengths Sta,r�ess Stee' 1.%P+ fl 1 432 Nc. 2B frn,sn �y I W N❑4flris'tiL ii ) 1 r ♦ i^:1'n _tai er�:k 1.111ir.ICtl .-.r -p `In.. ♦rti-tCn..i iler�f!!W 136 AluMnum 2.70 ib.'tr + 1 . r Mounting Bolt (by others) st4 r''e' . steel Scc.et rkacl '..1n at+'fl+ jsed on 12' ce'r*yrs SETTING BLOCK -Tu 77 . 111777--_ 1I LLL ------;•V- i T 4 ..-. Aiur^a`lm- 1 97'b f: rte, 1235 Brenze 9.Fi5 ib fi ' y' 12 lengths —{ I x. 1730 1lumnnur1106 it If, 1 133 Aluminum 3.02 it.; ft. 1 t 31 Alum�num z.40 +b 'ft JULIUS BLUM& CO.. INC CARLSTADT. N.J.(201)436.4600•(212)695.2236•(600)526-6293` TELEx 13.3491 CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: FOUNDATION PLAN I I I (PITCH I I J"/FT 41,_4"M.0 I 2'-6'" 6/6 WWM OVER 6 MIL -� -- ---- — -- __—e— — — — — — — — — — — ----- L- -------- I I I - — — — — —----------------38-3-,--------------------- I I I I I I --� ry I I I I I I I I I I I 4" CONC SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER N o 2' X 2' X 18 DEEP 4'" CONC. SLAB W 6" X 6" " POURED CONC FTG. W/ / .. #4 BARS ® 6" O.C.E.W VAPOR BARRIER ----- --------- , —� ------------------ —;.. I I I M M N d '. .. —----— ——————————— — 20-6 ----- I `I I sl °1 8" THK. POURED CONC m '•; FOUNDATION WALL W/ 8" X 16" POURED CONC. FTG. -------------------------------------------- —-------- - - - - - 8" DIA CONC PIERS TYP 7 PLACES OUTLINE OF DECK N 8'-0" 10'-0" 10'-0" 10'-0" 10'-0" 6"-0" 2'-0" 60'-0 Foundation Plan scale: 1/4"=1'-0" CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: FOUNDATION PLAN REV. DESCRIPTION DATE (INITIALS I I I (PITCH I I J"/FT I I 6/6 WWM OVER 6 MIL -� I I I I I I I I I I I REV. DESCRIPTION DATE (INITIALS M M 1 CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 ` (631) 421-3734 J B , X 6' WOOD POST (TYP. BOTH SIDES) z 3 1/2" X 16" ANTHONY POWER BEAM (2) 1�4" X 14" LVL. HDR 9'-0" _ 5'-1" 2't 0" 5'-0" 2' 0' 13' 7' 20•_0" LAU D D e o o BU a I 6 U w BATH a° \ o o w co w io I w BEDR OM a O e D ® I a w l ^" o m m w e w 3 0 o m o m o 00 KITCHEN 3 /C, 3 0 0 - x 2s O D O _ — _ _ _ _ — _ _ _ _ _ 3 3 O o O U W1 X 26 FLUSH W10 X 26 FLUSH w o. 7._0.. o GARAGE W `° d 2 RISERS 7 @j 3 �" DIA 1 TREAD � 12" �m LOLLY COLUMN N OW f w a m m N (open t0 above) e 0 3 Q HARD WIRED 3' HIGH HAND RAIL 3 3 3 O MS OKE DETECTOR o D DINETTE 3B'-9" LIVING ROOM HEATGLO 13'-7" BEDROOM I/ MODE*TRS SL -750 (2) 2" X 12" HDR (2) 2" X 12" HDR (2) 2" X 12" HDR (2) 2" X 12" HDR (2) 2" X 12" HDRLs U 2 2" x 12" HDR B DIRECT VENT GAS A _ FIRED FIREPLACE INSTALL AS PER MANUFACTURER'S LITERATURE 7._8" 1. 6'-2" I. 6'-7' I. 6'-2 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. WOOD DECK 60'-0" First Floor Plan scale: 1/4"=l' -O" DRAWING TITLE: FIRST FLOOR PLAN 14'-0" REV. DESCRIPTION DATE IINITIALS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 60'-0" 20,_0" 30'-0" 10'-O" DIRECT VENT GAS FIRED—� y� nrw� '-vj�r. FIREPLACE INSTALL AS PFR \ PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. Second Floor Plan scale: 1/4"=V-0" DRAWING TITLE: SECOND FLOOR PLAN REV. DESCRIPTION [is 0 .n THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW DATE INITIALS TE: 4-14-03 ;T NO mc_southold GNC. 3OF7 ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD, SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC I 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE (2) 1 J" X 12" ML'S RI R 38 INSULATION 2" X 6" CEILING JOIST 16" O.0 12 8E "X6"STUD ®16"0. /2" GYP BOARD TYP -19 INSULATION 2" X 6" PLATE (2) 1 J" X 14" ML'S RIDGE R 38 INSULATION 2" X 8" CEILING JOIST 16" O.C. 2'" \ 2" _ 8:. 8:. ASPHALT SHINGLES � ASPHALT SHINGLES BUILDING PAPER BUILDING PAPER 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. 2" X 12" ROOF RAFTERS ® 16" QC (2) 2" X 6" TOP PLATE (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS WITH ALUMINUM GUTTERS AND LEADERS 1/2" TEMPERED GLASS 1/2" PLYWOOD. SHEATHING 2" X 6" STUD O 16" OC. HANDRAILING 3/4" FOAM INSULATION 1/2" GYP BOARD TYP 2" X 6" STUD O 16" O.C. 1/2" PLYWOOD SHEATHING VINYL SIDING R-19 INSULATION 1/2" GYP BOARD TYP 3/4" FOAM INSULATION TYVEC 2" X 6" PLATE R-19 INSULATION VINYL SIDING 3/4" PLYWD. SUB FLR. TYVEC WI 40 11 g" DEEP 2" X 6" PLATE WOOD 1 BEAMS @ 16" O.C. 1/2" X 8" LG ANCHOR BOLT a 4" CONC. SLAB W 6" X 6" @ 4'-0" MAX O.C. 6/6 WWM OVER 6 MIL TYP FOR PERIMETER OF HOUSE) VAPOR BARRIER 5/4" X G" DECKING `a ON 2" X 8" FLOOR JOISTS 16" 0 C _ .,. o I � 4' GRAVEL N F1 8" POURED CONCRETE 8" POURED CONCRETE (2) 2" X 8" GIIRDER o FOUNDATION WALL FOUNDATION WALL WITH DAMP PROOFING WITH DAMP PROOFING '• . 81. X 1'-41� ., a 8.. X 1"-4,. ,• POURED CONCRETE FTG POURED CONCRETE FTG 8.. W/ (2) #5 BARS W/ (2) #5 BARS 8" DIA POURED CONCRETE SECTION B -B SCALE 1/4" =1'-0" 12 ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. (2) 2" X 6" TOP PLATE 1" X 18" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD O 16" 0 1/2" GYP BOARD TYP R-19 INSULATIOP 2" X 6" PLATE 3/4" PLYWD. SUB FLR, WI 40 11 �" DEEP— X 6" STUD O 16" O.C. 3" TYPE "X" GYP BOARD THROUGHOUT 19 INSULATION 4" CONC SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED A"/FT. 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 CEILING FIRST FLOOR ASPHALT SHINGLES PROVIDE FLASHING BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING 6 2" X 8" ROOF RAFTERS ® 16" O.C. (2) 2" X 6" TOP PLATE \ WITHA X FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 4" CONC. SLAB W 6" X 6" II 6/6 WWM OVER 6 MIL VAPOR BARRIER 4" GRAVEL 8" POIURED CONIC FDN WALL WITH DAMP PROOFING SECTION A -A SCALE 1/4" =1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. SECOND FLOOR CEILING FIRST FLOOR 1/2" X 8" LG ANCHOR BOLT o 5 4'-0" MAX 0 C. TYP FOR PERIMETER OF HOUSE) ro 5/4" X 6" DECKING ON 2" X 8" FLOOR JOISTS 16" O.C. FIRST FLOOR 2" X 8" GIRDER o I 8° 8" DIA POURED CONCRETE 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES REV. -!� TOP OF RIDGE GRADE EXTERI HOUSE HOUSE TO APPRnVFII SFPTIC SYSTFN DESCRIPTION -$ CEILING SECOND FLOOR m ni SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR 1 TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM N.T.S. DATE IINITIALS THESE PLANS ARE AN DATE' INSTRUMENT OF SERVICE 4-14-03 AND ARE THE PROPERTY OF THE ENGINEER. PROJECT NO: UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A mc-southold VIOLATION OF SECTION 7209 OF THE NEW YORK DRAWING NO STATE EDUCATION LAW. 4OF7 DOOR SCHEDULE DESIG QTY DESIG SIZE TYPE CAT. NO. TYPE D1 1 3'-0" X 6'-8" X 1 3/4" FLUSH D2 2 16'-0" X 7'-0" X 1 3/4" GARAGE DOOR D3 3 2'-8" X 6'-8" X 1 3/4" FIRE RATED D4 7 2'-8" X 6'-8" X 1 3/4" FLUSH D5 1 4'-0" X 6'-8" X 1 3/4" BIFOLD D6 4 S-0" X 6'-8" X 1 3/4" BIFOLD D7 2 2'-0" X 6'-8" X 1 3/4" FLUSH D8 1 6'-0" X 8'-0" X 1 3/4" ANDERSEN FWH6080APLR D9 2 1'-6" X 6'-8" X 1 3/4" FLUSH ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD, SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC I 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE (2) 1 J" X 12" ML'S RI R 38 INSULATION 2" X 6" CEILING JOIST 16" O.0 12 8E "X6"STUD ®16"0. /2" GYP BOARD TYP -19 INSULATION 2" X 6" PLATE (2) 1 J" X 14" ML'S RIDGE R 38 INSULATION 2" X 8" CEILING JOIST 16" O.C. 2'" \ 2" _ 8:. 8:. ASPHALT SHINGLES � ASPHALT SHINGLES BUILDING PAPER BUILDING PAPER 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. 2" X 12" ROOF RAFTERS ® 16" QC (2) 2" X 6" TOP PLATE (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS WITH ALUMINUM GUTTERS AND LEADERS 1/2" TEMPERED GLASS 1/2" PLYWOOD. SHEATHING 2" X 6" STUD O 16" OC. HANDRAILING 3/4" FOAM INSULATION 1/2" GYP BOARD TYP 2" X 6" STUD O 16" O.C. 1/2" PLYWOOD SHEATHING VINYL SIDING R-19 INSULATION 1/2" GYP BOARD TYP 3/4" FOAM INSULATION TYVEC 2" X 6" PLATE R-19 INSULATION VINYL SIDING 3/4" PLYWD. SUB FLR. TYVEC WI 40 11 g" DEEP 2" X 6" PLATE WOOD 1 BEAMS @ 16" O.C. 1/2" X 8" LG ANCHOR BOLT a 4" CONC. SLAB W 6" X 6" @ 4'-0" MAX O.C. 6/6 WWM OVER 6 MIL TYP FOR PERIMETER OF HOUSE) VAPOR BARRIER 5/4" X G" DECKING `a ON 2" X 8" FLOOR JOISTS 16" 0 C _ .,. o I � 4' GRAVEL N F1 8" POURED CONCRETE 8" POURED CONCRETE (2) 2" X 8" GIIRDER o FOUNDATION WALL FOUNDATION WALL WITH DAMP PROOFING WITH DAMP PROOFING '• . 81. X 1'-41� ., a 8.. X 1"-4,. ,• POURED CONCRETE FTG POURED CONCRETE FTG 8.. W/ (2) #5 BARS W/ (2) #5 BARS 8" DIA POURED CONCRETE SECTION B -B SCALE 1/4" =1'-0" 12 ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. (2) 2" X 6" TOP PLATE 1" X 18" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD O 16" 0 1/2" GYP BOARD TYP R-19 INSULATIOP 2" X 6" PLATE 3/4" PLYWD. SUB FLR, WI 40 11 �" DEEP— X 6" STUD O 16" O.C. 3" TYPE "X" GYP BOARD THROUGHOUT 19 INSULATION 4" CONC SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED A"/FT. 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 CEILING FIRST FLOOR ASPHALT SHINGLES PROVIDE FLASHING BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING 6 2" X 8" ROOF RAFTERS ® 16" O.C. (2) 2" X 6" TOP PLATE \ WITHA X FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 4" CONC. SLAB W 6" X 6" II 6/6 WWM OVER 6 MIL VAPOR BARRIER 4" GRAVEL 8" POIURED CONIC FDN WALL WITH DAMP PROOFING SECTION A -A SCALE 1/4" =1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. SECOND FLOOR CEILING FIRST FLOOR 1/2" X 8" LG ANCHOR BOLT o 5 4'-0" MAX 0 C. TYP FOR PERIMETER OF HOUSE) ro 5/4" X 6" DECKING ON 2" X 8" FLOOR JOISTS 16" O.C. FIRST FLOOR 2" X 8" GIRDER o I 8° 8" DIA POURED CONCRETE 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES REV. -!� TOP OF RIDGE GRADE EXTERI HOUSE HOUSE TO APPRnVFII SFPTIC SYSTFN DESCRIPTION -$ CEILING SECOND FLOOR m ni SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR 1 TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM N.T.S. DATE IINITIALS THESE PLANS ARE AN DATE' INSTRUMENT OF SERVICE 4-14-03 AND ARE THE PROPERTY OF THE ENGINEER. PROJECT NO: UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A mc-southold VIOLATION OF SECTION 7209 OF THE NEW YORK DRAWING NO STATE EDUCATION LAW. 4OF7 WINDOW SCHEDULE DESIG QTY TYPE CAT. NO. MFG. CLEAR OPEN (SF) CLEAR WIDTH (IN) CLEAR HEIGHT (IN) W1 3 CASE CN135 ANDERSEN 4.6 18 3/8" 35 15/16" W2 1 CASE C345 ANDERSEN 6.1 18 3/8" 47 15/16" W3 4 FIXED P4550 ANDERSEN N/A N/A N/A W4 4 FIXED P4560 ANDERSEN N/A N/A N/A W5 1 FIXED P6050 ANDERSEN N/A N/A N/A W6 1 FIXED AFFW602 ANDERSEN N/A N/A N/A W7 1 CASE CW26 ANDERSEN 10.5 18 3/8" 67" W8 1 FIXED AFCW22 ANDERSEN N/A N/A N/A W9 1 FIXED AFCW21 ANDERSEN N/A N/A N/A W10 4 CASE CN125 ANDERSEN 3.0 10 3/16" 23 7/16" W11 4 CASE CN15 ANDERSEN 3.9 10 3/16" 55" W12 4 CASE CW25 ANDERSEN 8.6 22 5/8" 55" W13 4 CASE CW15 ANDERSEN 8.6 22 5/8" 55' W14 1 AWNING AW451 ANDERSEN 2.1 48 3/16" 6 1/8" W15 1 BOX BAY 90-P4C35-1551 ANDERSEN N/A N/A N/A 17 W16 1 BAY 30-C345-20 ANDERSEN 6.1 18 3/8" 47 15/16" ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD, SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC I 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE (2) 1 J" X 12" ML'S RI R 38 INSULATION 2" X 6" CEILING JOIST 16" O.0 12 8E "X6"STUD ®16"0. /2" GYP BOARD TYP -19 INSULATION 2" X 6" PLATE (2) 1 J" X 14" ML'S RIDGE R 38 INSULATION 2" X 8" CEILING JOIST 16" O.C. 2'" \ 2" _ 8:. 8:. ASPHALT SHINGLES � ASPHALT SHINGLES BUILDING PAPER BUILDING PAPER 1/2" PLYWOOD SHEATHING 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. 2" X 12" ROOF RAFTERS ® 16" QC (2) 2" X 6" TOP PLATE (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS WITH ALUMINUM GUTTERS AND LEADERS 1/2" TEMPERED GLASS 1/2" PLYWOOD. SHEATHING 2" X 6" STUD O 16" OC. HANDRAILING 3/4" FOAM INSULATION 1/2" GYP BOARD TYP 2" X 6" STUD O 16" O.C. 1/2" PLYWOOD SHEATHING VINYL SIDING R-19 INSULATION 1/2" GYP BOARD TYP 3/4" FOAM INSULATION TYVEC 2" X 6" PLATE R-19 INSULATION VINYL SIDING 3/4" PLYWD. SUB FLR. TYVEC WI 40 11 g" DEEP 2" X 6" PLATE WOOD 1 BEAMS @ 16" O.C. 1/2" X 8" LG ANCHOR BOLT a 4" CONC. SLAB W 6" X 6" @ 4'-0" MAX O.C. 6/6 WWM OVER 6 MIL TYP FOR PERIMETER OF HOUSE) VAPOR BARRIER 5/4" X G" DECKING `a ON 2" X 8" FLOOR JOISTS 16" 0 C _ .,. o I � 4' GRAVEL N F1 8" POURED CONCRETE 8" POURED CONCRETE (2) 2" X 8" GIIRDER o FOUNDATION WALL FOUNDATION WALL WITH DAMP PROOFING WITH DAMP PROOFING '• . 81. X 1'-41� ., a 8.. X 1"-4,. ,• POURED CONCRETE FTG POURED CONCRETE FTG 8.. W/ (2) #5 BARS W/ (2) #5 BARS 8" DIA POURED CONCRETE SECTION B -B SCALE 1/4" =1'-0" 12 ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" O.C. (2) 2" X 6" TOP PLATE 1" X 18" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD O 16" 0 1/2" GYP BOARD TYP R-19 INSULATIOP 2" X 6" PLATE 3/4" PLYWD. SUB FLR, WI 40 11 �" DEEP— X 6" STUD O 16" O.C. 3" TYPE "X" GYP BOARD THROUGHOUT 19 INSULATION 4" CONC SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED A"/FT. 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 CEILING FIRST FLOOR ASPHALT SHINGLES PROVIDE FLASHING BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING 6 2" X 8" ROOF RAFTERS ® 16" O.C. (2) 2" X 6" TOP PLATE \ WITHA X FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 4" CONC. SLAB W 6" X 6" II 6/6 WWM OVER 6 MIL VAPOR BARRIER 4" GRAVEL 8" POIURED CONIC FDN WALL WITH DAMP PROOFING SECTION A -A SCALE 1/4" =1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. SECOND FLOOR CEILING FIRST FLOOR 1/2" X 8" LG ANCHOR BOLT o 5 4'-0" MAX 0 C. TYP FOR PERIMETER OF HOUSE) ro 5/4" X 6" DECKING ON 2" X 8" FLOOR JOISTS 16" O.C. FIRST FLOOR 2" X 8" GIRDER o I 8° 8" DIA POURED CONCRETE 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES REV. -!� TOP OF RIDGE GRADE EXTERI HOUSE HOUSE TO APPRnVFII SFPTIC SYSTFN DESCRIPTION -$ CEILING SECOND FLOOR m ni SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR 1 TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM N.T.S. DATE IINITIALS THESE PLANS ARE AN DATE' INSTRUMENT OF SERVICE 4-14-03 AND ARE THE PROPERTY OF THE ENGINEER. PROJECT NO: UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A mc-southold VIOLATION OF SECTION 7209 OF THE NEW YORK DRAWING NO STATE EDUCATION LAW. 4OF7 LEFT ELEVATION scale: 1/4"=1'-0" J ----------------------------------------------------J RIGHT ELEVATION scale: 1/4"=1'-0" CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. TED CEILING 2ND FLOOR FINISHED 2ND FLOOR SHED CEILING 1ST FLOOR FINISHED IST FLOOR -ING 2ND FLOOR I SHED 2ND FLOOR ILING IST FLOOR I (SHED 1ST FLOOR GRADE 0 ro I GRADE CONTINUOUS RIDGE VENT 12 81 12 8 12 I� FRONT ELEVATION scale: 1/4"=I'—O" CONTINUOUS RIDGE VENT 12 8 0 GRADE CONTINUOUS RIDGE VENT DECORATIVE ROOF OVER WINDOW B 12 ' I 8 m CONTINUOUS RIDGE VENT F.. ------------------- —_--- _._ _------------------------------------ L_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ y _J REAR ELEVATION scale: 1/4"=1'-0" DRAWING TITLE: THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ELEVATIONS UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. -4 LREV. DESCRIPTION DATE INITIALS I I 4-14-03 PROJECT NO, me southold DRAWING No: 50F7 STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING ARTICLEBOARD WALL SHEATHING TO FRAMING OF d.,he SPACING OF FASTENERS ATERIALS DESCRIPTION OF FASTENERW36 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 72-16d --- 716" 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL O 0 O O 0 / WINDOW GLAZING / EDESCRIP�QN /2 fid COMMON NAIL (SUBFLR, WNL) --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d 8d COMMON NAL (ROOF) f DOUBLE STUDS, FACE NAIL 10d 8d COMMON NAIL (ROOF) 10d 24" O.C. 1/4 10d COMMON NAIL OR Bd 16" O.0 0 O 0 0 O 8-16d DEFORMED NNLULAR BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d CELLULOSIC 1 1/2" GALV. ROOFING NAL 6d 8d 6" 0 C FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 o 1 1/2" --- BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 1/2 STRUCTURAL CELLULOSIC 1 1/2" GALV ROOFING NAIL 8d CONTINUOUS HEADER, TWO PIECES 16d FIBERBOARD SHEATHING COMMON NAIL STAPLE 18 go., 1 1/2 3_8d _-- 25/32 STRUCTURAL CELLULOSIC 1 3/4" GALV ROOFING NAIL So ___ CEWNG JOIST, LAPS OVER PARTITIONS, FACE NAIL FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go 1 3/4 3 6 --- 1 1/2" GALV. ROOFING NAIL ed 2-16d --- 1/2 GYPSUM SHEATHING COMMON NAIL; STAPLE GALV,. --- 1"X6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 2 STAPLES, 1 3/4" 1 1/T LONG, 1 1/4' SCREWS 4 8 --- --- TYPE W or S 3-8d 4 STAPLES, 1 3/4" ___ --- BUILT-UP CORNER STUDS 1 3/4" GALV. ROOFING NAIL, Bd 24" O.C. BUILT-UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS 5/8 GYPSUM SHEATHING COMMON NAIL; STAPLE GALV., 2" PLANKS 2-16d AT EACH BEARING 1 5/8" LONG, 1 5/8' SCREWS 4 e RAFTER TIES TO RAFTERS, FACE TYPE W or S ___ WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENTTO FRAMING 3/4 AND LESS fid DEFORMED NAIL OR Bd COMMON NAIL 6 12 7/8 - 1 8d DEFORMED NAIL OR 8d COMMON NAIL 6 12 1 1/8 - 1 1/4 Rua COMMON NAIL OR 8d DEFORMED NAIL 6 12 a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nalls used for framing and sheathing connections shall have minimum average bending ylld lrenglhe as follows. 80 kid (551 Mpa) for shank diameter of 0 192" (20d common nail), 90 ksl (620 NI for shank diameters larger than 0.142" but not larger than 0.177', and 100 ksi 6B9 Mpa for shank dlomntem of 0,142' Or less. d Staples are 18 gage wire and have a minimum 7/16—Inch an diameter crown width, c Halls sholl be spaced at not more than 6 Inches on center at all supports where spans are 48 inches or greater. d Four—foot—by-8—food or 4—foot—by-9—loot panels shall be applied vertically e. Spacing of fasteners not Included ,n this table shall be based on Table RR602.3(1). f For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48-1nch distance from gable end walls, If mean roof height Is more than 25 feel, up to 35 feet maximum GENERAL NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AT THE SITE PRIOR TO STARTING ANY WORK AND FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS SHALL SUPERSEDE 5GALED DIMENSIONS. CONTRACTOR OR OWNER SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED APPROVALS, PERMITS, INSPECTIONS, CERTIFICATE OF OCGUPANGY, CERTIFICATE OF COMPLETION TESTS, ETC. FOR WORK PERFORMED. ALL WORK SHALLCONFORMTO THE NEW YORK STATE RESIDENTIAL CODE AND REQUIREMENTS OF THE 017(, TOWNYOCR VILLAGE HAVINGDJURISDICTION. THE DESIGN ENGINEER HAS NOT BEEN RETAINED FOR SUPERVISION OF CONSTRUCTION OR CONSTRUCTION INSPECTIONS THEREFORE THE OWNER OR CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SUPERVISION TO INSURE THAT THE WORK COMPLIES WITH THFgP FRI dGlc. CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL BONDS, INSURANCE, AND WORKMEN'S COMPENSATION AS REQUIRED BY LAW. AS�LAk4N SPRINKLERS CESSPOOLS DRY AELLS ETG PRIOR TO STARTING ANYINOR<. SUCH CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OF DAMAGED FAGILI7iIE5 AT NO ADDITIONAL 0057 TO THE HOMEOWNER. CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OFF SITE UNLESS OTHERWISE AGREED UPON WITH THE OWNER, ALL EXCAVATIONS SHALL CONFORM TO THE GRADES INDICATED ON THE DRAWIN05. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM BUILDING TO ACHIEVE P/'1C.ITh/C 1"'1CA Ikl Acre Ab-. 11x--, ALL BACKFILL MATERIAL SHALL BE GLEAN FILL, FREE OF DELETERIOUS MATERIALS ALL CONCRETE WORK SHALL CONFORM TO THE REOUIREMEN75 AND RECOMMENDATIONS OF AGI -301-b,4 "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS" REINFORCING STEEL SHALL CONFORM TO ASTM A-615 GRADE 60. SOIL BEARNNO CAPACITY OF OF 120000 P5F. REST ON RESFON051BLE FOR VERIIFIICATION OF ACCEPTABLE BEARING STRATA AT THE SITE. ALL CONCRETE WORK SHALL BE POURED IN PLACE AND SHALL HAVE A COMPRESSIVE 57RENOTH OF 3000 PSI EXCEPT WHERE OTHERWISE NOTED. ALL CONCRETE 5LA55 SHALL BE 6" THICK W/ 6"X6" 1.4XIA W.W.F. ON 6 MIL. THIGK POLY. VAPOR BARRIER ON WELL COMPACTED FILL, UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENT5 OF A15G, '51"E0IF4ATION5 FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS" AND SHALL BE DESIGNATED ASTM A56. ALL LUMBER SHALL BE GRADE MARKED. LUMBER SPECIES SHALL BE DOUGLAS FIR NO. 2 OR BETTER. (Fb = IOOOpsI, E=1,bOO,000p51). MAXIMUM MOISTURE CONTENT SHALL BE 19%. ALL OPENINGS SHALL HAVE DOUBLE STUDS AND ALL HEADERS SHALL BE A MINIMUM (2) 2"X6" UNLESS 07HEPA15E NOTED. ALL JOISTS AND RAFTERS SHALL BE BRIDGED AT A MINIMUM 8'-O" O.G. WHEN GROSS -BRIDGING USE WOOD OF "X5" STOCK OR 18 SAUCE METAL. DOUBLE ALL BEAMS UNDER PARALLEL WALL5. TAPED 5PAGKLFP (5(5 GOATS) AND HAND KSBANDEDN O A SMOOTH PINIBDRYWALL SCREWS, FLASHING SHALL BE PROVIDED AT ALL ROOF PENETRATIONS, INCLUDING STEP FLASHING AT ALL CHIMNEYS. CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS AS REQUIRED BY NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING GODS. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REOUIREMENTS OF THE NATIONAL ELECTRIC CODE, NEW YORK STATE BOARD OF FIRE UNDERWRITERS, AND ALL LOCAL AGENGIE5 HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ELECTRICAL CERTIFICATE AT THE COMPLETION OF WORK. ALL PLUMBING WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. CONTRACTOR SHALL BE RE5PONSI13LE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS. CD LUIGI PAGCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: MIN. DISTANCE BEYOND OUTER LIMIT OF WINDOW FRAME X 1/2" THK. COX PLYWOOD r SEE TABLE 1609.1.4 FOR —n" hASItNI PIG SCHEDULE 0 0 O 0 4 ___ 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 72-16d --- 716" 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL O 0 O O 0 / WINDOW GLAZING / TOCP OR SOLE PLATE TO STUD, END NAIL 0 O O 0 0 --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d --- DOUBLE STUDS, FACE NAIL 10d 24" 0 C DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. SOILS PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3_16d 16" O.0 0 O 0 0 O 8-16d TEMPORARY PLYWOOD SHUTTER SCALE: 1/2" = 1'-0" NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER LIMITS OF THE WINDOW. EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE. ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN ACCORDANCE WITH TABLE 1609.1 4 "WIINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL WOOD PANELS" DUTER LIMIT OF WINDOW FRAME FASTENER SCHEDULE FOR STRUCTURAL MEMBERS DESCRIPTION OF BUILDING ELEMENTS OF FASTEN JOIST TO SILL OR GIRDER, TOE NAIL ___ 1"X6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL 72-16d --- 716" 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 0 C TOCP OR SOLE PLATE TO STUD, END NAIL 2-16d --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d --- DOUBLE STUDS, FACE NAIL 10d 24" 0 C DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. SOILS PLATE TO JOIST OR BLOCKING AT BRACED WALL PANELS 3_16d 16" O.0 DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF END JOINTS, FACE NAIL IN LAPPED AREA 8-16d --- BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d --- RIM JOIST TO TOP PLATE, TOE NAIL 8d 6" 0 C TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d --- BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 16" OC ALONG EACH EDGE CONTINUOUS HEADER, TWO PIECES 16d 16" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3_8d _-- CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d ___ CEWNG JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10d --- CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-1 Did --- RAFTER TO PLATE, TOE NAIL 2-16d --- 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 2 STAPLES, 1 3/4" --- 1"X6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 2 STAPLES, 1 3/4" --- --- 1"XB" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 3 STAPLES, 1 3/4" --- --- WIDER THAN 1'X8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 4 STAPLES, 1 3/4" ___ --- BUILT-UP CORNER STUDS 10d 24" O.C. BUILT-UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS 10d NAIL EACH LAYER AT 32" O.C. AT TOP AND BOTTOM (STAGGERED) TWO NAILS AT ENDS AND AT EACH SPLICE 2" PLANKS 2-16d AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS TOE NAIL FACE NAIL 4-16d 3-16d -__ --- RAFTER TIES TO RAFTERS, FACE 3-8d ___ CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: CODE COMPLIANCE WIND BRACING DETAILS TEMPORARY WIND SHUTTER Y � Oil- REV. i REV. DESCRIPTION }I' TOP FLAN5E FAGE-NCNVr JOIST HANGERS JOIST GONNEG70R5 (IN WIDE VARIETY OF SIZES) 2"X4" WOOD CORNER T Fc LAG BOLT OR ry THROUGH BOLT OPTIONAL M m WASHER 2"X4" SILL PLATE 51MP5CN HDSA METAL HOLD-DOWN OR UPLIFT ANCHOR THREADED ROD THROUGH FLOOR STRUCTURE OR ANCHOR BOLT INTO FOUNDATION �� METAL HOLD—DOWN/ UPLIFT ANCHOR TRANSFERS TENSION LOAD EG-TWEEN F!_OORS: TIES STUDS/ POSTS TO FOUNDATION 2"X4" WOOD STUD * 16" O,G TYP. >"X4" AGO SILL PLATE SIMPSON 5THI METAL HOLD - STRAP ��SILL PLATE ANCHORS/ SLAB ON GRADE �J ANCHORS SILL PLATE AND STUD TO CONCRETE SLAB 2"X4" WOOD STUDS a I6" O G 2"X4" SILL PLATE 5/4" Too PLWOOD SUSPLOOR RIM JOIST WALL 57RAP5-51MP5ON G520 COIL STRAP EVERY OTHER STUD NAILED PV OD BOX NAILS IN ACCORDANCE W/ TABLE 5&A WFGM 2"X6" AGa 5E PLATES (� SILL PLATE ANCHORS ANCHORS SILL PLATE AhID STUD TO'ONGRETE OR GMU FOUNDATION WALL SIMF HURRIC N"MFn ems nsc. l �„�HURRICANE CLIPS POOR RAFTER SPANS UNDER 24'-0" -TIES TOP PLATES TO ROOF RAFTERS FOR TENSION CORD CONNECTION OTGHED ROOF AFTEIRS-TRUSSES SrFER TO PLANS) 2"X4" TOP PLAIT5 TOP HIP SON H7 SIESMIG 1D HURRICANE TIE OR I. G520 COIL STRAP �„�SEISMIC/HURRICANE TIE FOR ROOF RAFTER OVER 24'-O" -PROVIDES TENSION FOR WOOD -TO -WOOD GONNEGTIONS FOR WOOD TRUSSES AND JOISTS i16TN USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE J� CODE-PEOUIRED MINIMUM LEN51H CENTER -TO -CENTER 5PAGING 51H FOR NAILS 0520 SOILED STRAPS OR LSTA50 BY SIMPSON TYP 7 rI_CVCSM INIMUM END DISTAMNU PEEROFTEDNAILSACH END. _FLOOR TIE ANCHOR 11 PROVIDES FLOOR -TO -FLOOR TENSION CONNECTION REFER TO SIMPSON FOR NAILING REGUIRMENT5 STRAPPIN5 SCHEDULE DATE � INITIALS THESE PLAINS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. DATE 4-14-03 PROJECT NO mc_southold DRAWING NO 5OF7 F1 ATTACHMENT AT END BEARING One 101 box or hearng, typmal �-1 3/f minimum During length of all boom and roof delalls To aided spitting 0mge, haul nails at least 11/2' from and. ChM falls of on mole to privet splitting of bearing plait F6 AECK TTACHMENT NOT Abu plmhq Coding tmpaaly hang lege. 011 laid 09 Spur holy) ad derma hila reap lap. alk base with hqh gunny eoAhg, punctiliously W,r and'nld log cans IN Aran truth Woos block F2 BLOCKING PANEL, EXTERIOR Vol load trial = 2000 pit max, Do nails at Coo. (or per design gran, fmdouafssheat, but csmpplIrng wdh ]newt al Note 0, p, 27 FP Prodbcl Guide) F3 WOOD I BEAMI RIM JOIST Vertical land transla = 2000 Of max. Wood I Den or hist 1 Ill rim pint to lop of pest with toil fall V Fa siring use hacker block per FI1 Minimum 13/4'past baringld at 61 (or per One hall at tap design profmsionops ahem. d bottom range' but complling with Iwoodoolion Had ((FI 15, 25 piste) Note D, p. 27 G -P Product Guide.) too (CPI 35 pills) �e°thng F7 BLOCKING PANELS USED FOR BRACING FB BEVEL CUT JOIST FNSlrm ' lame Single layer 23/32" 46/24 APA mteE aFeo+1211 0otad er Ones) rim p1—ol 1000 Alf vert,wl d traefer (two layers 2000 Dlf) All only with joist depths up to 11 7/6' show. used wM10 20 non. excel blocks as shown In detail F4 / A IN sphcah Extend radng more ledger cod own sting CHO Fi6dshoul Or hoard9l plan adached cold /7 ilia n x 4" ho gh hole with waters and nuts (or 1/2' x 4' lug screws), 3501 per NET Bd mol lap and 1/2' shooting hi plunge CAU9LN' lag con dale b nsMa n lad the DY 6m'rq ad nods of 6" m cellar e,lh a weer, not by mining hal a Nmma. Owr-rug,ng war tae -mai to plot¢, lypcal agd9am0yretlae Bid masrone, of wew and dlmld he al F12 FLOOR OPENING, TOP MOUNT HANGERS Backer bloc' Before Instating a bucket to a double past, drip an addlliond 3-101 nois Into to No where the booker well OIL Install backer tight to tap Hal Use Io -10d mils, cinched when pmaMd. Bucker Modes' AM Material Om% GPI 15 91 Y, II 1 B 1/2' a 5/8' Myr w/OSB e' G^I13 91/2' Il 7/9',14', I6' 3//' plyxad/OS9 6' 7/4' plywood/OSB I IJI' GPI 35 14" IF Ilin +1/2'plymat/OSB 71/4' do�IP' Mal 0 In [jWF30 g N/O�B d/OSB 6'll GIN 25 91}',fi1IB 71/f Yf 43 11 7/B', A', 16' p6 71/4' 'Block muel he long enough to pa l mqulred Thing without pplBting. F16 JOIST TO BEAM CONNECTION, STEP DOWN stocking panels ,nddled fora minimum of 4' of each bula abiding ca ner and at least i every 25' of walllength, Use Sri naAe at 6" a c. Chalon local building code for opproprlote detail ,n ureas of hlgl lateral land. F4 SQUASH BLOCKS & SINGLE RIM JOIST wall two transfer = 2000 Alf max. doing Imo baumg wall based on hearing stress of 3% pa uta duping Squash blacks. (20 minimum) 8d nois F5 FIBERSTRONG rip RIM BOARD CLOSURE Vertical III transfer = 5700 pit ( 850 pit for sunder his Nfrout Moiling panels+) suer and or FAwSirnq dm baud at harbor ac to Ana h slider pet Sm detail F7 la blocking nouiremmts Cr•P FAerStroul Check local building code for appropriate delml norma of high latera loud, fie board — F9 BLOCKING PANEL, INTERIOR Velficd load transfer = 20DO pal max. Aug hearing wall masa m.. a, Ave awM. allyww �a b q n boa EM Do not hero) cut psi beyond inside two wodopp well must state War face of sllppod � binding and I a boom 6waw.' Note. Woad I Bumxpdndg a x -bridging rcgaied at bearing for lateral support Check local building coda for appropriate detail n orms of high lateral loud F13 FLOOR OPENING, FACE MOUNT HANGERS Attempt double NO per loch Fri. (Afl Cl Backer Clod Bolam Installing a Coder to a dust¢ p4 drive an cddiflmal 3-101 nois into the m°h wants the soda wil ft, dlmhed what possible Install backer Moth to lap flange. Use 10-I0d nabs, limbed when possible Backer bodies Jail Mal Depth fPl 15 9 I/2`, It 7/8' I/2' a od/OSB 5/8' plywo 61/f, 0 5/e' GIN 25 91}',fi1IB 3/4'pipoad/OSB 5/8. ON 35 If, 16' 1/7 + 1/2' plpmd/OSB 10 Dill 12 3/4' For stringers longer than 14' or stringer reactions exceeding 7001, RE .Aida Martial Depth and 30 91' 16, 1/2' + 1/7 plpand/BSB 5. 160 3 4 4'812 3 4' IF 43 II7/0, 14' 6? 11/2' mel 8 50,6 10 3/o- 4 'Black must be long enough to award required Tulin without spllthog F17 JOIST TO BEAM CONNECTION, STEP DOWN F18 BEARING STIFFENERS 23/37 46/24 Bering sofferl may be relu[red of hangers 2 ±1 APA Rotel (See dens FIB) Sheathing or FP approved rim. 6d Can detail g ion backing factorial APA®Rated She°ihng or STURD--FLWRN CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 G -P Lam a mLV. he DAN Beam PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. A ful ullmas my he required at hangers (See All F18) cap (1/f 2) Clinch nails when p°seihle Stiffener (plywood, OSB, 20) each side at - Hangers wilh side nettling, - Hamas it sides not containing top forge of his. - B fshmoulh Khoo 4' *� Nailing Requirement USP (Kant—Sage) MSH218 SfFFENER SIZE s NAILS mule uta LVL GPI 15. 1/2' 4-51 or double foists milslmpadn Strong—Pi 1+N21e 4-1 ora x 1 1/Y 64125. 5/8' 4-Bd For stringers longer than 14' or stringer reactions exceeding 7001, RE 117/8' CPI 75: 1/2'+1/2' 4-8d Tight fit 14' 88 RIP VAE"33 1/2'+1/2' 3 -cad PoF 43' 1 I 1 3-121 ' Nioimum width 2 5/16' R12 GPI 3514'2X8 + I/2' plywood/OSB aids of web. DRAWING TITLE: Ns }wets meet ova wolf for 1 3�4 what. Nm°g carath h gh umf fi'os aye k� demo, at fi lm�e s but morig No InsWlaVon Nola o, a p. 27 0l Pradud aide) 'Nan -lacking walls require additional cationatia°. F14 STRINGER TO JOIST CONNECTION Double Wood per dell filler). Backer blocking size and instaift Hangar Nailing Requirement USP (Kant—Sage) MSH218 M,mmum 12-10d mule uta LVL OR or double foists milslmpadn Strong—Pi 1+N21e 4-1 ora x 1 1/Y name Into tial For stringers longer than 14' or stringer reactions exceeding 7001, F19 SQUASH BLOCKS AT CONCENTRATED LOADS Salad block all pests Gam above to bearing below with equal number of squash blocks WOOD I BEAM DETAILS REV. Sldmg /2' Neathing BJ nail top and bottom Mange 8d nails of 6' m anla 3-51 nails lore -1011 to plate, typal at comes F10 SQUASH BLOCKS AT INTERIOR BEARING Vertical load transfer = 2000 pit max along land burring wall. Load bearing wall must stock ower squash blocks and wall or beam awards.- �1/16' ul at warning. nails Bearing will, G -P Lam LV. or Glulam Bal ¢Nan -stacking walls require additional coraderatlon. Creak local building code for opproprlote bonds In areas or mgr lateral load, F5A RIME BOARD CLOSURE Vertical lead author = 5700 pit ( 830 pit far similar just without bla91ing panels s) Opt ' or blodling pond der houndmorgap" rho beard at P/' oc to bran differ pal woodKamm ON Kiel 1/2' shalhmg 4`7 BEd/mil tap and bottom flange G -P FneShmgO Ed nuts at 6' m cuter No board 3 -Oil no ha farmer to visit Typical at comas Jdsl Regula Filer Blinking Full -depth Than Blacking 2 STS 7eO 535 Im6 Use In delml FI2 Use In delalls FI3 , FN k Do 9115 9 1/2' 1/2' + 5/8' plymad/USB (6' high) 1/2' + 5/8' offaod/OSB (C high) 11 7/B' I/7 + 5/6' plywoad/09B (8' high) GPI 2591/2' 2X6 RE 117/8' HE RB 14' 88 RIP 16' Rio R12 GPI 3514'2X8 + I/2' plywood/OSB RID + 1/7 plywomat B 16, 2X11 + 7/2' plpol INF 30 91/2' 26 + 5/0' plywoul 2A + 5/0' dotal 117/8' 26 + 5/C" plyxaod/OSB 2d1 + 5/8' plywood/OSo WF 33 91/2' 26 + 5/8' plywmd/OSB fwd + 5/8' plpmd/OSB 117/8' 2x6 + 5/8' plywmd/CSB 2x8 + 5)'9' plpmd/OSB 11' RE+5/8'plywaod/CSB 2x10+51T PyRNd/OSB 16' 2w8+5/8'piyfail OSB 212+5/8'plpood/OSB 'MF 4311 7/8' (2) NO (2) N 1f (2) 2X8 (2) NIa - 16' (2) 2X8 (2) RID F15 JOIST TO BEAM CONNECTION I:I G -P Lam War Global boom p mount hangers s ENO F11 DOUBLE JOIST CONSTRUCTION (Na regained If hath loaded equals in ahoy¢) Filer bookol, B' gap 1) Support back of web during nailing to prevent damage to all barredlm, 2) team 1/8' gap between tap of film blocking and bottom of tap Hanot 3) Block valid between plats for lull Iagth of To 4 PlaceIsle together and nail from each side with 1 rows of too nails p 9 0112' ora, Andes when pmsible. Slogger rows from opposite sees by 6'. Bearing plate. Flush plate with inside face of beam. Tap mount hangers Appropriate face \\\ mount hangers may k $e6 Too a FIB dFID for lar hearing s011¢ner requirements, Steel Death B Bi FASTENING RECOMMENDATIONS FOR SIDE—LOADED, MULTIPLE PIECE MEMBERS import Uniform Lard Applied to EMor or Both alside Picts (Ihs/fm K) I loo ands he rows dm1ldboo 2' has again, 2 gill hen dee m be a minimum of to a or. of I/ifi' NAIEO will led ammo l BOLTED with I/2' baht Pieas in Member 2 era of If acs loom¢ d l7 ac a l ewe d IF w 11 7 can d 11 nc 2 m,a A V a 2 STS 7eO 535 Im6 2a 3 360' 570' YO 760 OND 4 Nol Rawmmmded 315 675 1150 larger Am A. hilt coma and dyed few Not 2' kom the too and borrow of the We Ewe boar mud mlmd Nraigl the Id Aidmm of Ab mamba. Un sal aide head and all. 1 Voun kr add panne own may boo forded fa 6' an, a armed fa 4' an, dei epic 4. Stagg¢ both roe of fmlmn m 12' 6 Fa a Aon -prom merrier, Law w al noting a amt SpA We 6. Formes, btlbd medm dead may N end Mm hods are Do 2, appeal to both add of He march. 2 PLY 3 PLY 4 PLY BOLTED 2 ROWS 0 24' at STAGGERED - Use with MARK 1( � 2.Typ� O O NA11ID 2 ROWS 017 o.c - Lou with MARK 1( ) BOLTED 2 ROWS 012' oc - Use wit MARK 9 ( ) 0 0 0 0 0 0 0 0 0 0 NAILED 3 ROWS 012' o.a - Use with MARK t ( ) BOLTED 2 ROWS 0 6' ox. - Use with MARK t ( ) o O O O O O O 0 O O O O O O O O DESCRIPTION DATE IINITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW DATE 4-14-03 PROJECT NO: me _Southold 70F7 60' 41'-4 16'-3" M 0. 2'-5" .. CD LUIGI PAGCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. Foundation Plan scale: 1 /4"=1'-0" DRAWING TITLE: FOUNDATION PLAN REV. DESCRIPTION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, DATE INITIALS DATE -14-04 PROJECT NO.: me southold DRAWING NO 1 OF 7 m ------------------------------------------------ L---------------------- L- - - - - ----------- r---------- 19' 9' — ---- 38,_3„ 1I 14" C CONIC, SLAB W 6" X 6" I I I l 6/6 WWM OVER 6 MIL • VAPOR BARRIER M I I � I I I • I I I I I I I I I I•' I g'/FT PITCH `O 2'6" X 2'6" X 24" N DEEP POURED CONC FTG. W/ #4 BARS 6" O.C.E.W 6" CONIC. SLAB W 6" X 6" _ _ 6/6 WWM OVER 6 MIL IT VAPOR BARRIER a L—_—� I, . I I I M I I I I L-------- I J I ----------- ------------------ — — — — — — — Till I I I I II II I o 14 ,I I 8" THIN. POURED CONC. FOUNDATION WALL W/ '. 8" X 16" POURED CONC. FTG. o, I'.L -- - - - - --- - - - - - - - - - --------------- ------------------- J.;I CD LUIGI PAGCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. Foundation Plan scale: 1 /4"=1'-0" DRAWING TITLE: FOUNDATION PLAN REV. DESCRIPTION THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, DATE INITIALS DATE -14-04 PROJECT NO.: me southold DRAWING NO 1 OF 7 m a 6'-0" 6'-11" 6'-111, 13'-2" t --- N I C=) LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 (open to above) HARD WIRED SMOKE DETECTOR (TYP.) N N DINETTE LIVING ROOM ® x N x A 38'-9" (2) 2" X 12" HDR (2)1 2" X 12" HDR 2' B 4 7'-8" 6'-2" 6'-2" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. HEATGLO- MODEL SL -750 TRS (2) 2" X 12" HDR (2) 2" X 12" HDR 6'-2" 6'-2" First Floor Plan scale: 1/4"=l' -C" DRAWING TITLE: FIRST FLOOR PLAN 16'_9„ 10,_5„ A 4" X 6" 4 , WOOD POST (TYP. BOTH SIDES) e 5 1/2" X 16" ANTHONY POWER BEAM / U DATE 1-14-04 PROJECT NO. UNAUTHORIZED 2' 0' S'-0' 2' =(2)-1-3/45' X 7" LVL. HDR 12'-7" o TO THESE PLANS I5A LAU 4 D NSG Southold VIOLATION OF SECTION 7209 OF THE NEW YORK d DRAWING NO STATE EDUCATION LAW. 6 U 6,_5.. 2,_2.. O 'm BATH \ O o o pop pop - = p BEDROOM a0 ____ -----'I �O O N 6 6 O N o O (2) 2" X 10' HDRJi 7-0" bn O f _ W12 X 40 _ _ — _ _ _ — O O D 3 O Of O _ — _ o _ U V N a- _ D- 0 ® O KITCHEN 'O° 11 r 030 3 r o LOAD BEARING 3 PARTITION _T I � c0 r 0 2 RISERS 0 7 i I o N o r 1 TREAD O 12" I N I I V I I I V I I I ? a_ O W12 X 40 a _ a- I 3 i of o o i 4" DIA 36" HIGH -S'4° 'o0 DIA 23"-4' LOLLY COLUMN 3 HANDRAIL `-------- 3 LOLLY COLUMN (z) z" x a" HDR ° D 4 LOAD BEARING PARTITION eD 3 18 RISERS 17 TREADS I C=) LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 (open to above) HARD WIRED SMOKE DETECTOR (TYP.) N N DINETTE LIVING ROOM ® x N x A 38'-9" (2) 2" X 12" HDR (2)1 2" X 12" HDR 2' B 4 7'-8" 6'-2" 6'-2" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. HEATGLO- MODEL SL -750 TRS (2) 2" X 12" HDR (2) 2" X 12" HDR 6'-2" 6'-2" First Floor Plan scale: 1/4"=l' -C" DRAWING TITLE: FIRST FLOOR PLAN 16'_9„ 10,_5„ A 4" X 6" 4 , WOOD POST (TYP. BOTH SIDES) e 5 1/2" X 16" ANTHONY POWER BEAM 0 2 00U BEDROOM O m O � � a Vl 0 0 /JL (2)2"X12"HDR IL VENT GAS of- DIRECT FIRED FIREPLACE INSTALL AS PER MANUFACTURER'S LITERATURE 14'-0" 13'-8" REV. 4" X 6" WOOD POST (TYP BOTH SIDES) 4" STEEL LOLLY COL. (TYP. BOTH SIDES) TYP GYP BOARD o ON WALLS AND CEILINGS '-1 DIRECT VENT J BOILER & WATER HEATER `a CL DESCRIPTION DATE IINITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE( AND ARE THE PROPERTY OF THE ENGINEER. / U DATE 1-14-04 PROJECT NO. UNAUTHORIZED / U ro o TO THESE PLANS I5A o NSG Southold VIOLATION OF SECTION 7209 OF THE NEW YORK DRAWING NO STATE EDUCATION LAW. O O 0 o o O O 3 — _ W12 X 40 _ _ — _ _ _ — 3 _ — _ o _ U V N 0 GARAGE 0 � c0 r io 2 RISERS 0 7 o N o N 1 TREAD O 12" N N 0 a_ O B a _ a- 3 o o o LLT 3 3 (z) z" x a" HDR D 4 LOAD BEARING PARTITION eD 3 0 2 00U BEDROOM O m O � � a Vl 0 0 /JL (2)2"X12"HDR IL VENT GAS of- DIRECT FIRED FIREPLACE INSTALL AS PER MANUFACTURER'S LITERATURE 14'-0" 13'-8" REV. 4" X 6" WOOD POST (TYP BOTH SIDES) 4" STEEL LOLLY COL. (TYP. BOTH SIDES) TYP GYP BOARD o ON WALLS AND CEILINGS '-1 DIRECT VENT J BOILER & WATER HEATER `a CL DESCRIPTION DATE IINITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE( AND ARE THE PROPERTY OF THE ENGINEER. IVE��. 4Q' �� o,N"`` '� �G'--.,Pr> 1 DATE 1-14-04 PROJECT NO. UNAUTHORIZED ALTERATION OR ADDITION "Tm:�e TO THESE PLANS I5A NSG Southold VIOLATION OF SECTION 7209 OF THE NEW YORK DRAWING NO STATE EDUCATION LAW. CD LUIGI PASCARELLAO P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 qD 0 O 7 60'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. Second Floor Plan scale. 1/4"=l' -O" 9 v DRAWING TITLE: THESE ARE AN DATE 12'-11 • hRp�E� OAR) 1 1-14-04 14'-8" 22'-5" AND ARE THE PROPERTY 10'-0" PROJECTNO', ae DIRECT VENT GAS e FIREPLACE INSTALL FIRED AS PER J� '�, SECOND FLOOR PLAN ® UNAUTHORIZED ALTERATION OR ADDITIONCY:,F;';n P'I ® MANUFACTURER'S LITERATURE e (2) 2" X 10" HDR (2) 2" X 10" HDR e 1- (v N0. DRAWING NO 2"X8"RRA 1 w p1 2"X8"RRA 1� g" p.c 39'-2' 2"X8"RIR ` w 2"X8"RRAoil,�� 1 p 1 / (2) 1 3/4' X 11 7/8" LVL. HDR p 075930 4:, , o' v 'HEAT GLOW J of FIREPLACE 5,_5„ 2 % ' ' 16.. 8" RR OC 14'-2„ x p / o p �\ x RHW-56 / c� 2 X eC C. 1 o / CL HARD -WIRED o> o' \ xl m va o x SMOKE DETECTOR (TYP.) o O .N) P��Q f �F� N N �\Q�, j' D 4 N D e OFFIIC/E 2" X 12" RR 16" O.0 �� BEDROOM Jam,/ X 12 2" " RIDGE --- (2) 1 X 9__7/8 " LVL HDR lfN \� n 7 \ \ v; �\ . D - BATH N TEMPERED GLASS RAILING I I I ISI I I I I I ' % ' liZi li li / 4 `° g e 3'-0" OFF FIN. FLR. nu WIC \ 2" X 12" RR 16" D.C.,v cO i - I io 8'-7" 0 x -7" � 11.-0" m N S X 12" RR 16" O.C. �(2) 1 �q" X 9 7/8' LVL HDR\ - - — - — - — - — - /' (OPEN TO BELOW) ro \ f 4\Q, \ T� X O I \` X N /2" X 8" RRA 16" O.C. 2" X 8" RR\N 116" O.0 \, _ (2) 2" X10" HDR 2) 2' X 10" HDR (2) 2" 10" HDR (2) 2" X 10" R (2) 2" X 10" HDR hal e 5 � e 7'-8" 6'-2" 6'-2" 6'-2" 6'-2" 7'-8" 20'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. Second Floor Plan scale. 1/4"=l' -O" 9 v DRAWING TITLE: THESE ARE AN DATE STRUMENTPLANS OF SERVICE hRp�E� OAR) 1 1-14-04 AND ARE THE PROPERTY fi PROJECTNO', OF THE ENGINEER. J� '�, SECOND FLOOR PLAN UNAUTHORIZED ALTERATION OR ADDITIONCY:,F;';n P'I DlC_SODth01(1 TO THESE PLANS IS A VIOLATION OF SECTION p 2 - 7209 OF THE NEW YORK STATE EDUCATION LAW. 1- (v N0. DRAWING NO p 075930 4:, , REV. DESCRIPTION DATE INITIALS 3 OF 7 LIGHT/VENTILATION DOOR SCHEDULE DESIG OTY LAUNDRY ROOM SIZE 8 7.2 TYPE Di 1 3'-0" X 6'-8" X 1 3/4" FLUSH D2 2 16'-0" X 7'-0" X 1 3/4" GARAGE DOOR D3 3 2'-8" X 6'-8" X 1 3/4" FIRE RATED D4 7 2'-8" X 6'-8" X 1 3/4" FLUSH D5 1 4'-0" X 6'-8" X 1 3/4" BIFCLD D6 4 3'-0" X 6'-8" X 1 3/4" BIFCLD D7 2 2'-0" X 6'-S" X 1 3/4'" FLUSH D8 1 6'-0" X 8'-0" X 1 3/4" ANDERSEN FWH6080APLR D9 2 V-6" X 6'-8" X 1 3/4" FLUSH LIGHT/VENTILATION LOCATION ROOM SIZE LIGHT (SF) VENTILATION SF LAUNDRY ROOM 45 8 7.2 1ST FUR BATH 45 4 3.6 FRONT 1ST FUR. BR 176 32 31.2 DINETTE/LR 659 89 6 42 (DOOR) REAR 1ST FUR. BR 136 19,8 12 EXERCISE/BEDROOM 528 68.2 56 OFFICE 128 49.5 39.2 2ND FLR. BATH 110 8 2.1 1" X 11 7/8" LVL RIDGE R 38 INSULATION 2" X 6" CEILING JOIST 16" O.C. ASPHALT SHINGLES BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING8 2" X 12" ROOF RAFTERS 9 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS t- 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE X 6" STUD @ 16" 0 /2" GYP BOARD TYP -19 INSULATION 2" X 6" PLATE WINDOW SCHEDULE 2" X 12" CEILING JOIST 16" O. (2) DESIG OTY TYPE CAT, NO. MFG. CLEAR OPEN (SF) CLEAR WIDTH (IN) CLEAR HEIGHT (IN) EGRESS WINDOW W1 3 CASE CN135 ANDERSEN 25 10 3/16" 35 15/16" N/A W2 1 CASE C345 ANDERSEN 6.1 18 3/8" 47 15/16" FRONT 1ST FLR BR W3 4 FIXED P4550 ANDERSEN N/A N/A N/A N/A W4 4 FIXED P4550 ANDERSEN N/A N/A N/A N A W5 1 FIXED P6050 ANDERSEN N/A N/A N/A N/A W6 1 FIXED AFFW602 ANDERSEN N/A N/A N/A N/A W7 1 CASE CW26 ANDERSEN 18.4 22 5/8" 67" EXERCISE BEDROOM W8 3 FIXED AFCW22 ANDERSEN N/A N/A N/A N A W9 1 CASE CW255 ANDERSEN 9.4 22 5/8" 59 15/16" SECOND FLR OFFICE W10 2 CASE CW155 ANDERSEN 9.4 22 5/8" 59 15/16" N A W11 1 AWNING AW451 ANDERSEN 21 48 3/16" 6 1/8" N/A W12 1 BOX BAY 90-P4035-1551 ANDERSEN N/A N/A N/A N/A W13 1 FIXED AFCP301 ANDERSEN N/A N/A N/A N/A W14 1 BAY 30-0345-20 ANDERSEN 6.1 18 3/8" 47 15/16" REAR IST FLR SR W15 1 CASE C335 ANDERSEN 4.6 18 5/16" 35 15/16" N/A W16 2 CASE C25 ANDERSEN 7 18 3/8" 55" EXERCISE BEDROOM 1" X 11 7/8" LVL RIDGE R 38 INSULATION 2" X 6" CEILING JOIST 16" O.C. ASPHALT SHINGLES BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING8 2" X 12" ROOF RAFTERS 9 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS t- 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE X 6" STUD @ 16" 0 /2" GYP BOARD TYP -19 INSULATION 2" X 6" PLATE 1" X 6" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS M 1/2" PLYWOOD. SHEATHING 2" X 6" STUD O 16" CC. 3/4" FOAM INSULATION 1/2" GYP BOARD TYP VINYL SIDING R-19 INSULATION TYVEC 2" X 6" PLATE 3/4" PLYWD. SUB FLR - TJI-PRO 550 — ASPHALT SHINGLES 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" 0 C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD 16" 0. 1/2" GYP BOARD TYP R-19 INSULATION 2" X 6" PLATE 3/4" PLYWD. SUB FLR. TJI-PRO 550 2" X 6" STUD 9 16" O.C. 5/8" TYPE "X" GYP BOARD THROUGHOUT R-19 INSULATION 6" CONC. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED A"/FT, 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS o LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROVIDE FLASHING 12 4 4" GONG. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER 4' GRAVEL SECTION A -A SCALE 1/4" =1'-O" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 8" POURED GONG FDN WALL WITH DAMP PROOFING 4" CONIC, SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER 1/2" TEMPERED GLASS HANDRAILING (2) 1 J" X 9 7/8" LVL HDR 12" WITH SIMPSON STRONG TIE CONNECTOR �6" ASPHALT SHINGLES BUILDING PAPER 1 2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS (9 16" O,C. (2) 2" X 6" TOP PLATE 1" X B" FASCIA WITH VENTED SOFFIT n _ WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD @ 16" 0 1/2" GYP BOARD TYP R-19 INSULATION 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" X 6" PLATE 1/2" X 8" LG ANCHOR BOLT 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) 0 0 I m CEILING SECOND FLOOR SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR 0 0 TOP OF RIDGE 8" POURED CONCRETE 4' GRAVEL —i _ GRADE 8" POURED CONCRETE FOUNDATION WALL FOUNDATION WALL WITH DAMP PROOFING WITH DAMP PROOFING 8" X 1'-4" a" X 1'-4" POURED CONCRETE FTG POURED CONCRETE FTG W/ (2) #5 BARS W/ (2) #5 BARS SECTION B -B SCALE 1/4" =1'-0" ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEATHING 2" X 8" ROOF RAFTERS ® 16" O.0 (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" X 8" LG ANCHOR BOLT ® 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) 8" X V-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES 0 m CEILING FIRST FLOOR SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR - TOP OF RIDGE GRADE EXTER HOUSE HOUSE T'0 APPROVED SEPTIC SYSTFI PLUMBING RISER DIAGRAM N.T.S. THESE PLANS ARE ANR0 y INSTRUMENT OF SERVICE �.," 1-14-04 AND ARE THE PROPERTY � f?, OF THE ENGINEER."?;' UNAUTHORIZED OJECT NO ALTERATION OR ADDITION TO THESE PLANS IS A mc 80U1flOd ,p _ VIOLATION OF SECTION _ L6;� CIS 7209 OF THE NEW YORK m r:" DRAWING NO.: STATE EDUCATION LAW. 1; REV. DESCRIPTION DATE INITIALS R 38 INSULATION 2" X 12" CEILING JOIST 16" O. (2) 1 J" X 9 7/8" LVL HDR WITH SIMPSON ASPHALT SHINGLES STRONG TIE CONNECTOR 6"� BUILDING PAPER 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS - (2) 2" X 6" TOP PLATE-- _ 1" X 6" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS M 1/2" PLYWOOD. SHEATHING 2" X 6" STUD O 16" CC. 3/4" FOAM INSULATION 1/2" GYP BOARD TYP VINYL SIDING R-19 INSULATION TYVEC 2" X 6" PLATE 3/4" PLYWD. SUB FLR - TJI-PRO 550 — ASPHALT SHINGLES 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS @ 16" 0 C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD 16" 0. 1/2" GYP BOARD TYP R-19 INSULATION 2" X 6" PLATE 3/4" PLYWD. SUB FLR. TJI-PRO 550 2" X 6" STUD 9 16" O.C. 5/8" TYPE "X" GYP BOARD THROUGHOUT R-19 INSULATION 6" CONC. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED A"/FT, 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS o LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROVIDE FLASHING 12 4 4" GONG. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER 4' GRAVEL SECTION A -A SCALE 1/4" =1'-O" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 8" POURED GONG FDN WALL WITH DAMP PROOFING 4" CONIC, SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER 1/2" TEMPERED GLASS HANDRAILING (2) 1 J" X 9 7/8" LVL HDR 12" WITH SIMPSON STRONG TIE CONNECTOR �6" ASPHALT SHINGLES BUILDING PAPER 1 2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS (9 16" O,C. (2) 2" X 6" TOP PLATE 1" X B" FASCIA WITH VENTED SOFFIT n _ WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD @ 16" 0 1/2" GYP BOARD TYP R-19 INSULATION 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" X 6" PLATE 1/2" X 8" LG ANCHOR BOLT 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) 0 0 I m CEILING SECOND FLOOR SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR 0 0 TOP OF RIDGE 8" POURED CONCRETE 4' GRAVEL —i _ GRADE 8" POURED CONCRETE FOUNDATION WALL FOUNDATION WALL WITH DAMP PROOFING WITH DAMP PROOFING 8" X 1'-4" a" X 1'-4" POURED CONCRETE FTG POURED CONCRETE FTG W/ (2) #5 BARS W/ (2) #5 BARS SECTION B -B SCALE 1/4" =1'-0" ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEATHING 2" X 8" ROOF RAFTERS ® 16" O.0 (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" X 8" LG ANCHOR BOLT ® 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) 8" X V-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES 0 m CEILING FIRST FLOOR SECOND FLOOR CEILING FIRST FLOOR FIRST FLOOR - TOP OF RIDGE GRADE EXTER HOUSE HOUSE T'0 APPROVED SEPTIC SYSTFI PLUMBING RISER DIAGRAM N.T.S. THESE PLANS ARE ANR0 y INSTRUMENT OF SERVICE �.," 1-14-04 AND ARE THE PROPERTY � f?, OF THE ENGINEER."?;' UNAUTHORIZED OJECT NO ALTERATION OR ADDITION TO THESE PLANS IS A mc 80U1flOd ,p _ VIOLATION OF SECTION _ L6;� CIS 7209 OF THE NEW YORK m r:" DRAWING NO.: STATE EDUCATION LAW. 1; REV. DESCRIPTION DATE INITIALS 12 6 12 6 — 12 -- 6� I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------------------'T--� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LEFT ELEVATION scale, 1/4"=1'-0" RIGHT ELEVATION scale: 1/4"=l'—O" CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. FINISHED CEILING , 2ND FLOOR i i FINISHED 2ND FLOOR FINISHED CEILING 1ST FLOOR FINISHED 1ST FLOOR GRAD[ FINISHED CEILING , 2ND FLOOR I FINISHED 2ND FLOOR FINISHED CEILING IST FLOOR I FINISHED IST FLOOR FRONT ELEVATION scale: 114"=I'—O" 12 12 6 6 CONTINUOUS RIDGE VENT 12 _ �6 — 12 12 6� 6 — IBMITO DRAWING TITLE: ELEVATIONS F -------------------------------------------------------- L -. REV. REAR ELEVATION scale: 1/4"=1'-0" DESCRIPTION -----------------------------------------'� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J DATE I INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW DATE I mc—Southold 50F7 WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING DESCRIPTION OF b,c,d,e SPACING OF FASTENERS BUILDING MATERIALS DESCRIPTION OF FASTENER 1'"X6" SUBFLOOR OR LESS TO EACH JIOIST FACE NAIL I IMERMO) UTE SUPPORTS --- 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL EDGES (INCHES)' INCHES) — 1/2 ad COMMON (MFUR,5/1B / WINDOW GLAZING / 12g 0 O O 0 0 Bd COMMONAIL NNL (ROOF)ALL) 6 3-8d or 2-16d 19/32 — 1 Sd COMMON NAIL (ROOF) 6 12, 1 1/8 1 1/4 10d COMMON NAIL OR Ed 6 12 3-16d DEFORMED NAIL O O 0 O 0 8-16d 1/2 REGULAR CELLULOSIC 1 1/2" GALV. ROOFING NAIL 6d 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE ifi 1., 1/2. 6" O.C. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 1/2 STRUCTURAL CELLULOSIC 1 1/2" GALV. ROOFING NAIL Bit 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 a. 1 1/2" 16d 16" O.C. ALONG EACH EDGE 25/32 STRUCTURAL CELLULOSIC 1 3/4" GALV, ROOFING NAIL Ed 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ad 1 3/4' CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10d --- 1 1/2" GALV. ROOFING NAIL Bit 3-10d --- GYPSUM SHEATHING GI COMMON NAIL; STAPLE G1 1/2" LONG, 1 1/4' SCREWS 4 8 2-8d 2—STAPLES, 1 3/4" TYPE W or S I "X6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 2 STAPLES, 1 3/4-1 --- --- 1 3/4" GALV. ROOFING NAIL, Bit 2-6d 3 STAPLES, 1 3/4" --- --- 5/B GYPSUM SHEATHING COMMON NAIL; STAPLE GALV, 1 5/8" LONG, 1 5/8' SCREWS 4 e 10d TYPE W or S BWILT-UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS 10d WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3/4 AND LESS edDEFORMED NAIL OR 6 12 4-16d 3-16d ed COMMON NAIL RAFTER TIES TO RAFTERS, FACE 3-8d 7/8 — 1 8d DEFORMED NAIL OR 6 12 Sd COMMON NAIL 1 1/8 — 1 1/4 1 1 D COMMON NAIL OR 6 12 Bit DEFORMED NAIL ,. All pall, are smaath—common, box or deformed shanks except where otherwise stated. Nelle seed for framing and sheathing winme.tiore shall have mmlmum average bending yield strengths as follows- 80 ksi (551 Mpa) for shank diameter of 0192' (20d common nail), 90 k91 (620 Mpa) for sharia diameters larger than 0.142" but not larger than 0.177', and 100 ksI (689 Mpa) for shank diameters of 0.142" or less. b. Staples are 16 goge wire and have o minimum 7/15—Inch on dlameter crown width. c. Nails shall be spaced at not more than 6 Inches an center at all supports where spans are 48 Inches or greater. d. Four—fool—by-8—toot or 4—foot—by-9—food panels shall be applied veH,cally. e Spacing of fasteners not included In this table shall be based on Table RR6022(1), L For reglors having bask, wind speed of 110 mph or greater, Bid deformed rolls shall be used for attaching plywood and wood structural panel root sheathing to framing within minimum 48—Inch distance from gable end walls, If mean mof height Is more than 25 feet, up to 35 feet maximum 0ENEI NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AT THE SITE PRIOR TO STARTING ANY WORK AND FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS. THE ENGINEER IS NOT RESPONSIBLE FOR CHANGES MADE BY THE OWNER GENERAL CONTRACTOR OR ANY SUBCONTRACTORS UNLE55 EACH RECEIVES WRITTI=N AUTHORIZATION FROM THE ENSINEER'5 OFFICE. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS. CONTRACTOR OR OWNER SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED APPROVALS, PERMITS, INSPECTIONS, CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLETION TESTS, ETC. FOR WORK PERFORMED. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE AND ALL REQUIREMENTS OF THE CITY, TOWN OR VILLAGE HAVING JURISDICTION. TION OR 'LIES CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL BONDS, INSURANCE, AND WORKMEN'S COMPENSATION AS REQUIRED BY LAW. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERSROUND FACILITIES SUCH AONTRAGTORISHALLSBE RESPONSIBLE FORE THS REPAIIR IOP DAMAOEDIFAOI�ITIES AT•NO CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL DEBRIS RESULTING FROM DEMOLITION OFF SITE UNLESS OTHERWISE AGREED UPON WITH THE OWNER. ALL EXCAVATIONS SHALL CONFORM TO THE GRADES INDICATED ON THE DRAWINGS. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM BUILDING TO ACHIEVE POSITIVE DRAINAGE AND MATCH EXISTING 5URROUNDINS SPADE. ALL BACKFILL MATERIAL SHALL BE GLEAN FILL, FREE OF DELETERIOUS MATERIALS. ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS AND RECOMMENDATIONS OF AGI -301-54, "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS". REINFORCING STEEL SHALL CONFORM TO A5TM A-615 GRADE 60, ALL FOOTINGS AND FOUNDATIONS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM SOIL BEARING CAPACITY OF 2000 P5F. CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF ACCEPTABLE BEARING STRATA AT THE SITE. ALL CONCRETE WORK SHALL BE POURED IN PLACE AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI EXCEPT WHERE OTHERWISE NOTED. ALL CONCRETE SLABS SHALL BE 6" THICK W/ 6"X6i1 1.4X1.4 W.W.F. ON 6 MIL THICK POLY, VAPOR BARRIER ON WELL COMPACTED FILL, UNLE55 OTHERWISE NOTED. ALL STRUCTURAL 57EEL SHALL CONFORM TO THE REOUIREMENTS OF AI5C, BUL "SPEC AND SHALL BE DESIGNATEDRASTM FABRICATION ERECTION OF STRUCTURAL STEEL ALL LUMBER SHALL BE GRADE MARKED. LUMBER SPECIES SHALL BE DOUGLAS FIR NO. 2 OR BETTER. (Pb = IOOOpsl, E=1,600,000pSU. MAXIMUM MOISTURE CONTENT SHALL BE 19%. ALL OPENINGS SHALL HAVE DOUBLE STUDS AND ALL HEADERS SHALL BE A MINIMUM (2) 211X611 UNLESS OTHERWI5E NOTED. ALL JOISTS AND RAFTERS SHALL BE BRIDGED AT A MINIMUM b' -O" O.G. WHEN GROSS -BRIDGING USE WOOD OF I"X3" STOCK OR 0 GAUGE METAL. DOUBLE ALL BEAMS UNDER PARALLEL WALLS, TAPEP 5PAGKLEDR(D3 GOAT5) AND HANDKS'ANDEDNTO A SMOOTH FINISH. SCREWS, FLASHING SHALL BE PROVIDED AT ALL ROOF PENETRATIONS, INCLUDING STEP FLASHING AT ALL CHIMNEYS. CONTRACTOR SHALL PROVIDE AND INSTALL 5MOKE DETECTORS AS REQUIRED BY NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REOUIREMENT5 OF THE NATIONAL ELECTRIC CODE, NEW YORK STATE BOARD OF FIRE UNDERWRITER5, AND ALL LOCAL AGENCIES HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ELECTRICAL CERTIFICATE AT THE COMPLETION OF NOW. ALL PLUMBING WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS, CD LUIGI PASCARELLAO P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: MIN. DISTANCE BEYOND OUTER 1/2" THIN. COX PLYWOOD SEE TABLE 1609.1 4 FOR LIMIT OF WINDOW FRAME ` o TEMPORARY PLYWOOD SHUTTER SCALE: 1/2" = 1'-0" NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER LIMITS OF THE WINDOW EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN ACCORDANCE WITH TABLE 1609.1.4 "WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL WOOD PANELS". OUTER LIMIT OF WINDOW FRAME FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (TABLE R602.3(1) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERS a,b,c,d 0 0 0 0 1' 3-8d --- 1'"X6" SUBFLOOR OR LESS TO EACH JIOIST FACE NAIL 2-8d 2 STAPLES, 1 3/4" --- 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d --- O 0 0 O 0 16d / WINDOW GLAZING / TOP OR SOLE PLATE TO STUD, END NAIL 0 O O 0 0 --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d --- DOUBLE STUDS, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, FACE NAIL 10d 24" 0 C. SOLE PLATE TO JOIST OR BLOCKING AUT BRACED WALL PANELS 3-16d 16" 0 C. O O 0 O 0 8-16d TEMPORARY PLYWOOD SHUTTER SCALE: 1/2" = 1'-0" NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER LIMITS OF THE WINDOW EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN ACCORDANCE WITH TABLE 1609.1.4 "WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL WOOD PANELS". OUTER LIMIT OF WINDOW FRAME FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (TABLE R602.3(1) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENERS a,b,c,d SPACING OF FASTENERS JOIST TO SILL OR GIRDER, TOE NAIL 3-8d --- 1'"X6" SUBFLOOR OR LESS TO EACH JIOIST FACE NAIL 2-8d 2 STAPLES, 1 3/4" --- 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL 2-16d --- STOLE PLATE TO JOIST OR BLOCKING, FACE NAIL 16d i6" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 2-16d --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d --- DOUBLE STUDS, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, FACE NAIL 10d 24" 0 C. SOLE PLATE TO JOIST OR BLOCKING AUT BRACED WALL PANELS 3-16d 16" 0 C. DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF ENID JOINTS, FACE NAIL IN LAPPED AREA 8-16d --- BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE, TOE NAIL 3-8d --- RIM JOIST TO TOP PLATE, TOE NAIL 8d 6" O.C. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS, FACE NAIL 2-10d --- BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 16" O.C. ALONG EACH EDGE CONTINUOUS HEADER, TWO PIECES 16d 16" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-8d --- CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d --- CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10d --- CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-10d --- RAFTER TO PLATE. TOE NAIL 2-16d --- 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 2—STAPLES, 1 3/4" --- --- I "X6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d 2 STAPLES, 1 3/4-1 --- --- I"XB" SHEATHING TO EACH BEARING, FACE NAIL 2-6d 3 STAPLES, 1 3/4" --- --- WIDER THAN 1'X8" SHEATHING TO EACH BEARING, FACE NAIL 3-8d 4 STAPLES, 1 3/4" --- --- BUILT-UP CORNER STUDS 10d 24" O.C. BWILT-UP GIRDERS AND BEAMS, 2 INCH LUMBER LAYERS 10d NAIL EACH LAYER AT 32" O.C. AT TOP AND BOTTOM (STAGGERED) TWO NAILS AT ENDS AND AT EACH SPLICE. 2'° PLANKS 2-16d AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS: TO)E NAIL FACE NAIL 4-16d 3-16d --- --- RAFTER TIES TO RAFTERS, FACE 3-8d --- CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: CODE COMPLIANCE WIND BRACING DETAILS TEMPORARY WIND SHUTTER JOIST HANGERS J J015T GONNEGTORS (IN PUDE VARIETY OF SIZES) SIMI HURRIC 2"X4" WOOD CORNER TYP LAG EOLT OR N THROUGH BOLT OPTIONAL m WASHER 2"X411 SILL PLATE 51MP50N HDSA METAL HOLD—DOWN OR UPLIFT ANCHOR THREADED ROD THROUGH FLOOR STRUCTURE OR ANCHOR BOLT INTO FOUNDATION METAL HOLD-DOWN/ UPLIFT ANCHOR TRANSFERS TENSION LOAD BETWEEN FLOORS, TIES STUDS/ POSTS TO FOUNDATION 21'X4" WOOD STUD ® 161 O,C. TYP, 2"X4" AGQ SILL PLATE M MH ETALTAU HOLD— LD— DOWN STRAP %1 SILL PLATE ANSLAB ON GRADE ANCHORS SILL PLATE AND STUD TO CONCRETE SLAB WOOD 46 PLWOOD WALL 51RAP5—SIMPSON G5.20 COIL STRAP EVERY OTHER STUD NAILED W/ICD BOX NAILS IN ACCORDANCE W/ TABLE 5 &A WFCM (2) 2"X6" AOQ BASE PLATES CONCRETE OR GMU FOUNDATION WALL SILL PLATE ANCHORS 1 ANCHORS SILL PLATE AND STUD TO CONCRETE OR 'MU FOUNDATION WALL STRAPPING HURRICANE CLIPS FOR AFTER RSPANS UNDER 24'—O" — TIES TOP PLATES TO ROOF RAFTERS POR TENSION CORD CONNECTION, NOTCHED ROOF RAFTER5—TRUS5E5 (REFER TO PLANS) 2"X4" TOP PLATES 2P SIMPSON Mi SIESMIC AND HURRICANE TIE OR Eq. 0520 COIL STRAP, SEISMIC/HURRICANE TIE v FOR ROOF RAFTER OVER 24'-O•• -PROVIDES TENSION FOR WOOD -TO -WOOD CONNECTIONS FOR WOOD TRU55ES AND JOISTS U5E EVERY OTHER NAIL HOLE TO 65ryNpp I� IM FOFDTEFRI—TO IRENTEREn N5r ACINO� LEN61H Ijkj„IJ 0520 COILED 5TRAP5 OR LSTA50 BY SIMPSON TYP. W\� T' PROVIDE MINIMUM 8 END DISTAMGE. EOUAL NUMBER OF SPECIFIED NAILS N EACH END. n FLOOR TIE ANCHOR PROVIDES FLOOR—TO—FLOOR TENSION CONNECTION REFER TO SIMPSON FOR NAILING REOUIRMENTS SCHEDULE DATE THESE PLANS ARE AN GF'IE INSTRUMENT OF SERVICE 1-14-04 AND ARE THE PROPERTY 4P C'`•,�) OF THE ENGINEER. P NECT—O: �� UNAUTHORIZED ' I - ALTERATION OR ADDITIONTO l ,). THESE PLANS TI A , I RTC sOUthold VIOLATION OF SECTION 7209 OF THE NEW YORK ZN '• - `� DRAWING NO,: REV. DESCRIPTION DATE INITIALS STATE EDUCATION LAW a 71g� <<, R __ _.1 6 OF 7 Fi ATTACHMENT AT END BEARING 2 BLOCKING PANEL, EXTERIOR F3 WOOD I BEAM" RIM JOIST F4 SQUASH BLOCKS & SINGLE RIM JOIST F5 FIBERSTRONG ® FSA FIBERSTRONG Al anal transfer = 20M Of max VeMlal lead transfer = 20M pit max RIM BOARD CLOSURE RIM BOARD CLOSURE Vedmal lad transfer = 20W pal mox along lead beoring well based on hearing chess of 390 psi, Vertod lead honer = 5700 pit ( 850 pal lar ctorter Jdet without Maul load transfer = 57001 One told hoc or coal nail nosh side at Wood I Benin" blacking Rands') (650 pal fa stone pmt wiNaul 6arng, typical IN all wood images can pmt blodling owed' ) 'Model pmol toe -nail nm Joist to top 9/32' m/2t yA' a Fail ® fiderd Ini pond wood I OHM wM Mange at joist with had not rata wool lin bard at or H WIStreel WI N14 24' ac In don rim bend of Acting pmol slats fast 24' oa la Bran slater Mail i { Squash bloods j For siding use (2x4 minimum) Woo, Nlyleam® /• backer Mock Minimum 174 ;!/ Per F13 —13/1' minimum bearing its / at all Noa and root details % � / Rist 6¢armg Siding To amid splitting deal stud noes at leosi Uel anis of 6'es (a per Siding 1 I/2' ban gnat Orlon mid of on Ingle to One nail aI t W design Real ryes, p premnt splitting of bearing plate k boltom barge cert coon I n with Nsidlaton � 1/16' Bid nods /' sheathing 2 she fid nails at 6'o,c (or per design pro- M ((FI I5, on bills) Note D. i with PraMd Guide fid nai lap and / N "g Rwianofs bass„ but conn9gIg mN ) I 8d nasi f and Insldlotion Note D. p. 27 FP Pmduc! LMide) I6d (GPI JS Joists) See detail Fl for blocking rerytrenenis O hoflam flangei� bottom flm e GP Fbosiva Bd nails at fi' a [stn g Check lana building code for appropriate detail In arms of high tains load, rim board 7 -fid nails !or -noxi to plan t}pud C -P Fibro$hang® Bal na0s al 6' m cenlm of camas rim hard 3-8d ends tae-nai to plolq total F6 DECK at naffs Sheathing FS BEVEL CUT JOIST ATTACHMENT F7 BLOCKING PANELS USED FOR BRACING Na¢ wry, plesM Nader I avi h I d Ord G -P FIhn5lra ' g an v °"° "er left (lap Yfew only) alit deear bald monk Walter, Reg lar Filer Blaokiog res Board Single 1°yar Use In dotal F12 Use In delete F13 , FN k C4 F9 BLOCKING PANEL INTERIOR F10 SQUASH BLOCKS AT INTERIOR BEARING hand well Mph sm., dag Immdlaldy Mopply larger anrr ono still lag was (a Wagh bald) II 7/0' I0J 4, 1234' 23/32' 48/24 qPA sled aM1mNln (alywaaa err ase) dm Fmvmee 1000 pit oerewl mm banerer (two layer, 20oa 3`125 91/2' 2X6 Vnlld load trmsfer = 2000 pit mox, along beano woo wvJamwMI�m�w, Vertical land transfer = 2000 If Maxalar load beano P 2X6 240 IC - pr,) Nllwed only with fault deptpe up e° 71 7/8" 2X10 Ifi' e4 —wiZAY wwww�ihi°I�� KI, o g wall CN 3514' 2x0 + 1/2' plywood/OSB 2X10 + 1/2' pl}wood/I�B blocks asaahowin Ins OeloII F49umM1 2W + 1/2' plywood/OSB Ndgh tlAYI o�NrcNonlwr 2x6 + 5/8' plywoad/DSA 2A + 5/8' plywood/OSB It 7/8' a eta2-4 gmleeslra AS + S/8' Intel ", Do not coed at 2A + 5/8' plywoodi blocks antlag awolor must sbelo oor squash 2x6 + 5/0' piygona B 20 + 5/8' plyxad/0SB And wash¢rs for ryo[ers &B+5/8'pl}wmd/OSB Any +5/0`plywood/OSB Jar! beyond Inside ince of support. Iced Real wall must clod ow trading wan wall or bean comes. 2x12+5/N'plywood/OSB OF 43 117/0" (2) 2X8 Extend Bashwg 14' (2)2x0 (1)7X10 Ifi' (2) 7X0 (2) 2X12 below ledger /I6' and aver siding a .1 Ina 1.err an esu when )llel5 m[el ,]prel e 1p. Yon IJ/1 miaMum tiurng fa ow,h, G -P FlberSirm ' g 2 e rich board 2x_ Pi ledge 'Uncia arta 1/2' dire la x 4` Imagh halls On washes and nuts (a 1/2' x P e la saws, 350 per but 9 ) MP Olacklno ea°me ,,atoned far a minimum at a' a ash Well as r ane ere Bal ,all lop and I/2' shaNNg an 4' every 25' of wall IengN, Iliee ed aalle at o" a° Nate', Wood I Bari dlocking Squash black Bid Foals hoflam Range a x -bridging requhed fid ads at Vo (v per (2x4 minimum) Arab. d9 we, alio be darted h ka hale by IenUg of heain tar intend 9 tl'to prose lads pmm nal mnplp19 an M'Idlanoa ad nags of 6" m center wN, a noel, nal by b'a'ng mU m 6onma Nrr-1"WM inn appal Note N w p 27 at Prabud Notee). Reonng wall, 0-P LGMLVL a perm Bam OaTnall to pial,, Idaho d9flatady 1140. le.4 etlwem as wan Md s6md be°wol GM1eak loeol bullar code r°r appropriate detail In areae an rich inial ioad. Ua[k local huidNg [ode for appraprmte all a on of high lol¢ml Imo. •Neo-sladmg walls reguhe addltlonol [onsmerollmn "Nan-rigcking walla require addltianal cansitlemtion. coal l I is joist Reg lar Filer Blaokiog Ful flan Blacking g•J/1• Use In dotal F12 Use In delete F13 , FN k C4 CPI 15 9 1/7 1/2' + 5/8' dull (a' high) 1/2' + 5/8' plyrao0/OSB (6' high) II 7/0' I0J 4, 1234' 1/2'+5/8 plywood/OSB 0' high) 3`125 91/2' 2X6 96 117/8' 2X6 240 IC 2x6 2X10 Ifi' 2X10 2x12 CN 3514' 2x0 + 1/2' plywood/OSB 2X10 + 1/2' pl}wood/I�B 16' 2W + 1/2' plywood/OSB INF 30 91/2" 2x6 + 5/8' plywoad/DSA 2A + 5/8' plywood/OSB It 7/8' 2x6 + 5/6' plywoodi AS + S/8' Intel INF 33 91/2' 2x6 + 5/e' plynal 2A + 5/8' plywoodi 117/6' 2x6 + 5/0' piygona B 20 + 5/8' plyxad/0SB 14' &B+5/8'pl}wmd/OSB Any +5/0`plywood/OSB 16' gun +5/8'plywmdi 2x12+5/N'plywood/OSB OF 43 117/0" (2) 2X8 (p) 2xA 14' (2)2x0 (1)7X10 Ifi' (2) 7X0 (2) 2X12 Fil DOUBLE JOIST CONSTRUCTION (Not rnluked it both loaded equally Iran oboe) Flan Making I/O gap .2 1) SNI back of web during noiltoe to prowl demote to listcan maser 2) Leom 1/3' gap hot"" top of Alar bloul and bottom of top fimga 3) Black soled between purls for lull length of span. 4) Phse 0is Matter and nail hem ash side with 2 rows of led odic at 12' ac, cliaded when passible Stagger rows Pram appals, SO" by 6". ace - ha Inde far appropriate decade m arena or nigh Idi Iona F12 FLOOR OPENING, TOP MOUNT HANGERS Aeguhar aaameJuralpr,delallFll. FLOOR OPENING, FACE MOUNT HANGERS Asambkdouble bustpandotalFll. F14 STRINGER TO JOIST CONNECTION F15 JOIST TO BEAM CONNECTION (regular filer) % (blll-depth filo) Backer block : �1 Belpre Installing a baker to o double past, Mm Blacker Which :Oalma mslalling a cocker to o doude )Dist, dove e an al 7-10d odic into No web where I the boder OR 114 Install baker tight to top inn additional J -16d nags Into be web where Double Wood I Beoarronstruchon per detail FII (lull depth A G -P lam Lil gang,. Use lend miy Oil when emote / the backer wgl fit, dunked when possible. hataO backer tight to tap flags. One 10-10d palls, (Iter). Locker blocking Sim nod inslollalim per detail Fi3, C4ulom Beam / + / + / d'mched when posstls li endo Bearing plate. Flush plate Malsdd D IhIM d 1/2' a J!p Mwaa/(50 g•J/1• ALTERATION OR ADDITION plywad/o66 J/4' plywmd/O58 e,16` 7I/I'7J2'+1 61/4, B 5/8' Yplywootl/OSB 71/1'Malend I0J 4, 1234' UP 35 le,, Ifi' 1/2'+I/2`plywwtl/058 103/4',123/4' NuMang Req,lrorl p N MF JO 11 7/B` and 33 1(, Up I/2'+ 1/2' plydmd/ry.3 1/2'+1/2' plyeglow B 6` 71/I' We 0 11 7A N', Ifi' 2cb 71/1` Backer made" i '/ with Inside face of beam. B 'Block must he tang enough pe permit required nailing without splitting, Joel Molmld OryN S a 5/8' wa)d/OSB ALTERATION OR ADDITION CPI 25 91 2, II 7 14', 3/4' piymod/OSBi 61/4, B 5/8' Ifi' NAND WIN III canmame �'.7La wll6 I/4' halls+ 1 inn al 12' ac, J rows of 12' ac, 2 wrd eL au • k9mwl Zinn ai l7 nc 4and6'nc I0J 4, 1234' UP 35 le,, Ifi' 1/2'+I/2`plywwtl/058 103/4',123/4' NuMang Req,lrorl &ming a m re may B aldol Mehrol OWN oaf 70 9 I/2', 11 1 B 77 I/2' + i/2' plywadl OSB / 614 / ', 0 5/8 and 14'16' ° f07412J4' MF 47 117/,14 II/2'�ef B5 B's 103/4' Bader blacks both Snmlhh of - 9 -P aWmved rim OD nails S sloes of web. ALTERATION OR ADDITION Top mount hangers II rO THESE PLANS ISA Pt NAND WIN III canmame �'.7La wll6 I/4' halls+ 1 inn al 12' ac, J rows of 12' ac, 2 wrd eL au • k9mwl Zinn ai l7 nc 4and6'nc o °m n ars m a o mira err 17eY m a mmmam al1/16' krg, dm the but dvnrew and dam he 1°mId Y ban net and hatbs of Ne msec,. End boll mad nod era Nr M Uidwss of be menti,. Me wagma and, had and 1 Valud la mild gIN 4- , may br Ambard la 6' as a hip's of un ac mJ epahg, 6 did, mh rani al Idtam by 12'. a Fm o mrapd,a mob,, U. changed naw, is ban Ind, aide 2 m5 760 503 INS llL'd NuMang Req,lrorl &ming a m re may B N"1 Rmanmadso JJS 05 Man hangers r he required at hmgers use Dcam—sad.) msn2le Mmlmum 12-1 od nen mm LVL header (5fe deal FIB) OR or double J°bee MI^Imum Simpe°n Strong—ile THA218 4—h Od u Y 1/2" nope Ran. Itra,w, ° For elringm longer tM1an 14' err atwn9er reactlana eeceetling a "i, cll G -p. ' Appropriate face mount hen pro may be subsUluled. See 'Block must be lag enough to permit required doing without splitting FIB for bearing9 shflener requhemeols. Sfcel Beam B F16 JOIST TO BEAM CONNECTION, STEP DOWN F17 JOIST TO BEAM CONNECTION, STEP DOWN Fla BEARING STIFFENERS F19 SQUASH BLOCKS AT CONCENTRATED LOADS O7%,EN,�,,P RECOMMENDATIONS FOR SIDE—LOADED, �— Gry /4: 61 TLECE MEMBERS/�2 pUd nails whin passible I/16mUnifLad Applied fo Ether err BoN Outside Pines (Ibs/IU U.) 23/82' 40/24 Beading stiNrners may be required at hw9afs ' 1. dy and ballon ran diad a Y ban aN1a HI gna__,__ APA RaI¢tl — / /1 fSee deloil Fl A) /a r,— --i� miwms may tie requra. see delai FIB ( ) Snmlhh of - 9 -P aWmved rim OD nails S PROJECT NOq ALTERATION OR ADDITION Sb(Imer (plyxood, OSB, 2x1) each sills al' Honsrs with side Aaiun 9 9 - Nwgns wN sides nal conlalnhg try Range of Jost - Nitlsmoulh els / rO THESE PLANS ISA Pitte, U Nmbv NAND WIN III canmame �'.7La wll6 I/4' halls+ 1 inn al 12' ac, J rows of 12' ac, 2 wrd eL au • k9mwl Zinn ai l7 nc 4and6'nc o °m n ars m a o mira err 17eY m a mmmam al1/16' krg, dm the but dvnrew and dam he 1°mId Y ban net and hatbs of Ne msec,. End boll mad nod era Nr M Uidwss of be menti,. Me wagma and, had and 1 Valud la mild gIN 4- , may br Ambard la 6' as a hip's of un ac mJ epahg, 6 did, mh rani al Idtam by 12'. a Fm o mrapd,a mob,, U. changed naw, is ban Ind, aide 2 m5 760 503 INS llL'd 7 e s 760 S70 J60 7W 1540 4 N"1 Rmanmadso JJS 05 Man iwyou— win nan.m mmaa only a oda woo Imdr ere \' 2 � 7 PL3PLY 4PLY Wflkd 1° hot all of Nematin. fY \\ f / 1 BOL1E0 2 ROWS 0 24' as STdC6ERrD -Use with MPRX i ( ) Sea detudg p' SBFfENI' SIZE' NIRS Y faro eq IredNe Hanger (WI 15. 18 hBd 0 repulremats 025: 5/B' 4 -ed Ledger for sea OR 35: 1/2' + I/2' 4 -fid 2' TYP O 0 shniag aturchmenl lightP OF 30, 33 1/2'+1/2' 3-10d APA®Rated ShmNin9 IF 43, 11 2' 3-12d 1112 ROWS 012' a C. - Use with MARK if ( ) BCLTE0 2 ROWS 012' ox - Use WIN MARX N ( fume P ) FP a Bare eW a or STUR0-1-FLOOR" O O O FP W mLVL or 'Minimum wield 2 5/I6' Sahel block all posts from ahem to hearing below O 0 Glulam Leon with equal number of squash blocks 0 0 0 0 0 I'Ll 3 ROWS A 12 o.c. - Use with MARK d ( ) RUDER 2 ROWS N 6` 0 . - Use w ti MARK I ( ) FOOO OO 00 O O O 0 0 O 0 CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: WOOD I BEAM DETAILS REV. DESCRIPTION DATE I INITIALS THESE PLANS ARE AN' NSTRUMENT OF SERVICE AND ARE THE PROPERTY DF THE ENGINEER. JNAUTHORIZED tE T NE Y a �qP Cq DATE: 1-14-04 PROJECT NOq ALTERATION OR ADDITION q• rpt rO THESE PLANS ISA FJ1C SOld1f101(1 ilOLATION OF SECTION 7209 OF THE NEW YORK „J1 2 S•✓* o -'- _ DRAWING NO STATE EDUCATION LAW.C7 O o, 07193N� �.`� 7 OF 7 s0'-0" 41'_4" 16'-3" M 0. 2'-5" CD 16L41`11601r�►15GAlRELLA, PIE., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 13'-0" 1'lIl/l Ir—!�T TITI r 22'-0" Foundation Plan scale: 1 /4"=1'-0" wu�.v I I I ' C i.1—. UKHVVIINIU I I I L, CHUISANO RESIDENCE: SOUND VIEW ROAD FOUNDATION PLAN SOUTHOLD, N.Y. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. Q- ?AS( \ HF F i n * r J, �g� Fop 19 ��� R�EESSlow". -- — — — — — — — — — — — — — — — — — — — — — — — — — 1 CHANGED SLAB ON GRADE TO CRAWLSIPACE 5/12/04 LP REV. DESCRIPTION DATE ---------------------------------------------- DRANlING NO ' 1 OF 7 .. L o dN r----------------------- 'I 0 (-5 2" CONIC. N - a SCRATCH COATo o i, � - 0 0 0 0 0 \ ro $ N -1 o� I 2'6' X 2'6" X 24" DEEP POURED CONC •, A"/FT PITCH `O FTG. W/ #4 BARS I' _ 6" 0 C. E.W 2'6" X 2'6" X 24"' DEEP POURED CONC I � I \ 6" CONC SLAB W 6" X 6" FTG. W/ 16" x 16" 6/6 WWNI OVER E MIL PIER (TYP. FOR 3) I 0 I VAPOR BARRIER I o iu W12X30 _ W12X30 --I- -I W12X30 W12X30- I m L— —J L ---J L— J BEAM POCKET • 1 I �� O O (TYP EACH SIDE) 9' L— I I ----------------— J I I' — el ——— --------------------- II 20_5„ i I I I I O O O O O o 00 O G O V y 3 I 00 3 .- 8"X16" CRAWL 8" THK POURED CONC. °. SPACE VENT FOUNDATION WALL W/ I (TYP FOR 4) 8" X 16" POURED CONIC FTG L41 I ___ ___ __ __ _ J ------ ---- --- LEJI -- ------- ---------- ------ — ------------------_--------- CD 16L41`11601r�►15GAlRELLA, PIE., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 13'-0" 1'lIl/l Ir—!�T TITI r 22'-0" Foundation Plan scale: 1 /4"=1'-0" wu�.v I I I ' C i.1—. UKHVVIINIU I I I L, CHUISANO RESIDENCE: SOUND VIEW ROAD FOUNDATION PLAN SOUTHOLD, N.Y. THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW PORK STATE EDUCATION LAW. Q- ?AS( \ HF F i n * r J, �g� Fop 19 ��� R�EESSlow". DATE 1-14-04 -CT NO. MC Southold - 1 CHANGED SLAB ON GRADE TO CRAWLSIPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS DRANlING NO ' 1 OF 7 60'-0" 6"-0" 6'-I1" _ 6'-11" 13,_2„ —TV (2) 1 3/4' X— 14" LVL. HDR 5._0„ 2, 0. N _ LAU f5 C o BF,TH o o---- @ o D o o BEDROOM (2) 2.. X 10" HDR 7'-C)" —D o /,D \ p O 3 d - D_ KITCHEN 'o LOAD BEARING o o PARTITION - .L 3 O I �n li I � 5 i li I i I Ii I i I i i r i , a II I I II II � UPI I I I � I i I W12 X 40 4" DIA 36" HIGH -------- ,yN LOLLY COLUMN HANDRAIL. eE„ DIA 23,_4„ .o LOLLY COLUMN 18 RISERS N n 17 TREADS In CD LUNG] PASS RELLAm P,E.0 PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 1z (631) 421-3734 N (opern to above) HARD WIRED �y -Sm DETECTOR v (TYP.) DINETTE LIVING ROOM HEATGLO \ MODEL SL-7so TI (2) 2" X 12" HDR (2) '2" X 12 HDR (2) 2" X 12" HDR (2) 2" X 12" HDR 2 2" X 12" HDR W N4 4 4 7•_8•' 6'-2" G'-2" 6'-2" 6,_2' so' -0" PROJECT TITLE: CHUISANO RESUENCE: SOUND VIEW ROAD SOUTHOLD, N.Y. First Floor Plan scale: 1/4"=1'-0" DRAWING TITLE: FIRST FLOOR PLAN m"' A' 4" X 6" WOOD POST Ir (TYP BOTH SIDES) 20 2 _5 1/2" X 16" ANTHONY POWER BEAM_ O OF THE ENGINEER U UNAUTHORIZED BEDROOM -southold ALTERATION OR ADDITION V iso nti0- p N co O 0 O 0 p p 3 O 0 0 o C) 3. W12 X 40 3 o N CD GARAGE p \ r co C � 2 RISERS ID 7 F (D I TREAD P` 12" 'a '� V) O 0 D p 0 p 0 p 3 4eD (2) 2" X 8" HDR LOAD BF_ARING PARTITION 3 (2) 2" X 12" HDR e2 DIRECT VENT GAS FIRED FIREPLACE INSTALL AS PER MANUFACTURER'S LITERATURE 14'-0" 1 REV. m I a 4" X 6" WOOD POST (TYP. 80TH SIDES) 4" STEEL LOLLY COL. (TYP BOTH SIDES) _ g' TYP o GYP BOARD o ON WALLS AND CEILINGS DIRECT VENT J BOILER & WATER HEATER a CL CHNAGED SLAB ON GRADE TO CRAWLSPACE DESCRIPTION N ro 5/12/04 LP DATE INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY O OF THE ENGINEER U UNAUTHORIZED BEDROOM -southold ALTERATION OR ADDITION V iso nti0- oco N co O 0 9 r 0 p p 3 (2) 2" X 12" HDR e2 DIRECT VENT GAS FIRED FIREPLACE INSTALL AS PER MANUFACTURER'S LITERATURE 14'-0" 1 REV. m I a 4" X 6" WOOD POST (TYP. 80TH SIDES) 4" STEEL LOLLY COL. (TYP BOTH SIDES) _ g' TYP o GYP BOARD o ON WALLS AND CEILINGS DIRECT VENT J BOILER & WATER HEATER a CL CHNAGED SLAB ON GRADE TO CRAWLSPACE DESCRIPTION N ro 5/12/04 LP DATE INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY 1-14-04 OF THE ENGINEER G UNAUTHORIZED W -southold ALTERATION OR ADDITION V iso nti0- TO THESE PLANS IS A ' VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW NSA '. OAq 1-14-04 ROJECT P10 me W -southold DRAWI N6 NO,' V iso nti0- 2 OF 7 4 CD LUIGI PASCARELLAg FE., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 O 0 n PROJECT TITLE: 60'-0" e (2) 2" X 10" HDR X 8" RRA1 22° X B" 22'-5" jFIREPLACE T VENT GAS FIRED INSTALL AS PER ACTURER'S LITERATURE e e e (2) 1 3/4" X 11 7/8" LVL. HDR \ \ xlHEAT GLOW FRH WL SGE / \ / HARD -WIRED ,��SMOKE DETECTOR (TYP.) 2" X 12" RIDGE Z---------- R \ til TEMPERED GLASS RAILING / 3'-G" OFF FIN FILE. 2" X 12" RR 16" 0 C.� 12'-11" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. (2) 2" X 10" HDR I \\ ALTERATION OR ADDITION "K8" RRA w 1�O. C, UI -" `(8"RRA 16" O.C. 39'-2" •.� TO THESE PLANS IS A VIOLATION OF SECTION o= 9 7/8" LVL HDR\� UO - - X V / (OPEN fy vT / U o N N 2" X 12" RR 16" OC \ BEDROOM wl \ T-2) 1 #�' X 9 7/8"LVL I � O 0 n PROJECT TITLE: 60'-0" e (2) 2" X 10" HDR X 8" RRA1 22° X B" 22'-5" jFIREPLACE T VENT GAS FIRED INSTALL AS PER ACTURER'S LITERATURE e e e (2) 1 3/4" X 11 7/8" LVL. HDR \ \ xlHEAT GLOW FRH WL SGE / \ / HARD -WIRED ,��SMOKE DETECTOR (TYP.) 2" X 12" RIDGE Z---------- R \ til TEMPERED GLASS RAILING / 3'-G" OFF FIN FILE. 2" X 12" RR 16" 0 C.� THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. I \\ ALTERATION OR ADDITION LP 2" X 12" RR 16" O.C. TO THESE PLANS IS A VIOLATION OF SECTION (2) 1" X 9 7/8" LVL HDR\� /LI - - - - - ---- A / (OPEN TO BELOW) / U o \ ! wl / N /2" \ / x 8" RE �N� 16" O.0 2•, X 8" RR 16" 0. C. \ \ (2) 2" X 10" HDR J2) 2" X 10" HDR (2) 2"_ 10" HDR (2) 2" X 10" HfZR (2) 2" X 10" HDR 3 Cv 7,_8,. L. 6'-2" 6'-2" 6'- CHUISANO RESIDENCEE SOUND VIEW ROAD SOUTHOLD, N.Y. 13 7'-8" Second Floor Plan scale. 1/4"=I'—O" DRAWING TITLE: SECOND FLOOR PLAN 1 REV. 2"X8"RR c UI 2" X 8" RR 16-0 o CL D D OFFICE 4 I � O \ N ° \BATH 4 D rn N g N WIC � \ o g -7 x �I 20' CHANGED SLAB ON GRADE TO CRAWL -SPACE DESCRIPTION 0 R 0 5/12/04 DATE 1Y I DATE 1-14-04 ROJECT NO, MC Southold L DRAWING NO: 3OF7 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION LP TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK INITIALS STATE EDUCATION LAW. 1Y I DATE 1-14-04 ROJECT NO, MC Southold L DRAWING NO: 3OF7 Al LIGHT/VENTILATION LOCATION ROOM SIZE LIGHT (SF) VENTILATION SF LAUNDRY ROOM SIZE 8 7 2 TYPE 45 4 3 6 G'-8" X 1 3/4" FLUSH DINETTE/LR W47SCHEDULE _ 89 6 42 X 7'-0" X 1 3/4" GARAGE DOOR 12 EXERCISE/BEDROOM 528 X 6'-8" X 1 3/4" FIRE RATED 49.5 39.2 2ND FLR. BATH X 6'—S" X 1 3/4" FLUSH D5 1 4'-0" X 6'-8" X 1 3/4" BIFOLD D6 4 .3'-0" X 6'-8" X 1 3/4" BIFOLD D7 2 2'-0" X 6'-8" X 1 3/4" FLUSH D8 1 6'-0" X 3'—O" X 1 3/4" ANDERSEN FWH16080 — 4 D9 2 1'-6" X 6'-8" X 1 3/4" FLUSH LIGHT/VENTILATION LOCATION ROOM SIZE LIGHT (SF) VENTILATION SF LAUNDRY ROOM 45 8 7 2 IST FLR BATH 45 4 3 6 FRONT 1ST FLR. BE 176 32 31.2 DINETTE/LR 659 _ 89 6 42 (DOOR) REAR 1ST FLR. BE 136 19.8 12 EXERCISE/BEDROOM 528 68.2 56 OFFICE 128 49.5 39.2 2ND FLR. BATH 110 8 21 11 X 11 7/6" LVL RIDGE R 38 INSULATION 2" X 6" CEILING JOIST 16" D.C.— ASPHALT SHINGLES BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING g / 2" X 12" ROOF RAFTERS ® 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS -7 . - _ _ _ _ _ _ i/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE 2" X 6" STUD @ 16" 0. 1/2" GYP BOARD TYP R-19 INSULATION — 2" X 6" PLATE R 38 INSULATION 2" X 12" CEILING JOIST 16" 0 (2) 1 q" X 9 7/8" LVL HDR WITH SIMPSON STRONG TIE CONNECTOR� ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEATHING r 2" X 12" ROOF RAFTERS @ 16" O.C. / (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS --� 1/2" PLYWOOD. SHEATHING 2" X 6" STUD @ 16" OC 3/4" FOAM INSULATION 1/2" GYP BOARD TYP VINYL SIDING - R-19 INSULATION TYVEC 2" X 6" PLATE 3/4" PLYWD. SUB FLR�� TJI-PRO 550 2" CONIC. o SCRATCH COAT M ON 6 MIL. POLY, ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING T X 12" ROOF RAFTERS ® 16" 0 C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD ® 16" 0. 1/2" GYP BOARD TYP R-19 INSULATION 2" X 6" PLATE — 3/4" PLYWD SUB FLR. ` ^,^TTJI-PRO 550 11 X 6" STUD @ 16" 0 C. /8" TYPE "X" GYP BOARD THROUGHOUT -19 INSULATION 6" CONIC. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED J"/FT. 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS CD LUI11131 PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROVIDE FLASHING 12 -� 4 FINISHED FLOOR BY OWNER 3/4" PLYWOOD SUBFLOOR ON 11 7/8" DEEP WOOD I JOISTS W/ R-30 BATT INSULATION ON 6 MIL POLY. ON 4" GRAVEL SECTION A -A SCALE 1/4" =1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 1/2" TEMPERED GLASS HANDRAILING 4' GRAVEL SECTION B -B SCALE 1/4" ='I'-0" ASPHALT SHINGLES CEILING FIRST FLOOR BUILDING PAPER 1/2" PLYWOOD. SHEATHING 2" X 8" ROOF RAFTERS ® 16" 0 C. (2) 2" X 6" TDP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS SECOND FLOOR CEILING FIRST FLOOR 1/2" X 8" LG ANCHOR BOLT o O 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) m 8" POURED CONC. FOUND. o WALL W/ WATERPROOFING 8" X V-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES FIRST FLOOR c} TOP OF RIDGE (2) 1 X 9 7/8" LVL HDR 12" —WITH SIMPSON 6.. STRONG TIE CONNECTOR �� ASPHALT SHINGLES BUILDING PAPER - 1 2" PLYWOOD SHEATHING 1 / 2" X 12" ROTIF RAFTERS @ 16" O.C. c CEILING SECOND FLOOR _ (2) 2" X 5" TOP PLATE �r 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD © 16" 0.0 •—�1/2" PLYWOOD. SHEATHING 1/2" GYP BOARD TY"P 3/4" FOAM INSULATION R-19 INSULATION VINYL SIDING TYVEC ' 2" X 6" PLATE TOP OF RIDGE GRADE N I M 1/2" X 8" LG ANCHOR BOLT 0 3'-0" MAX QC TYP FOR. PERIMETER OF HOUSE) 8" POURED CONIC. FOUND WALL W/ WATERPROOFING & 1 1/2" RIGID INSUL. EXTERI HOUSE HOUSE TO APPROVED SEPTIC SYSTEti 0 I m SECOND FLOOR CEILING FIRST FLOOR -1� FIRST FLOOR 0 m GRADE 1 CHANGED FROM SLAB ON GRADE TO CRAIWLSPACE 5/12/04 LP REV. DESCRIPTION -_ DATE INITIALS PLUMBING RISER DIAGRAM N T. S THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. TI W i� ffimd= 1-14-04 :T NO mc-southold 1G NO: 4CF7 WINDOW SCHEDULE DESIG QTY TYPECAT. NO MFG. CLEAR OPEN (SF) CLEAR WIDTH (IN) CLEAR HEIGHT (IN) EGRESS WINDOW W1 3 CASE CN135 ANIDERSEN 2.5 10 3/16" 35 15/16" N/A W2 1 CASE 0345 ANDERSEN 6.1 18 3/8" 47 15/16" FRONT 1ST FLR BE W3 4 FIXED P4550 ANIDERSEN N/A N/A N/A N/A W4 SEE D8 ANDERSEN N/A N/A N/A N/A WS 1 FIXED P6050 ANDERSEN N/A N/A N/A N/A W6 1 FIXED AFFW602 ANIDERSEN N/A N/A N/A N/A W7 1 CASE CW26 ANDERSEN 18.4 22 5/8" 67" EXERCISE BEDROOM W8 3 FIXED AF"CW22 ANDERSEN N/A N/A N/A N/A W9 1 CASE CW255 ANDERSEN 9.4 22 5/8" 59 15/16" 1 SECOND FLR OFFICE W10 2 CASE CW155 ANIDERSEN 9.4 22 5/8" 59 15/16" N A W11 1 AWNING AW451 ANDERSEN 2.1 48 3/16" 6 1/8" N A W12 1 BOX BAY 90—P4635-1551 ANDERSEN N/A N/A N/A NIA W13 1 FIXED AFCP301 ANDERSEN N/A N/A N/A N A W14 1 BAY 30-0345-20 ANIDERSEN 61 18 3/8" 47 15/16" REAR 1ST FLR BR W15 1 CASE C335 ANIDERSEN 4.6 18 5/16" 35 15/15' N A W16 2 CASE C25 ANDERSEN 7 18 3/8" 55" EXERCISE BEDROOM 11 X 11 7/6" LVL RIDGE R 38 INSULATION 2" X 6" CEILING JOIST 16" D.C.— ASPHALT SHINGLES BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING g / 2" X 12" ROOF RAFTERS ® 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS -7 . - _ _ _ _ _ _ i/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE 2" X 6" STUD @ 16" 0. 1/2" GYP BOARD TYP R-19 INSULATION — 2" X 6" PLATE R 38 INSULATION 2" X 12" CEILING JOIST 16" 0 (2) 1 q" X 9 7/8" LVL HDR WITH SIMPSON STRONG TIE CONNECTOR� ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEATHING r 2" X 12" ROOF RAFTERS @ 16" O.C. / (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS --� 1/2" PLYWOOD. SHEATHING 2" X 6" STUD @ 16" OC 3/4" FOAM INSULATION 1/2" GYP BOARD TYP VINYL SIDING - R-19 INSULATION TYVEC 2" X 6" PLATE 3/4" PLYWD. SUB FLR�� TJI-PRO 550 2" CONIC. o SCRATCH COAT M ON 6 MIL. POLY, ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING T X 12" ROOF RAFTERS ® 16" 0 C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD ® 16" 0. 1/2" GYP BOARD TYP R-19 INSULATION 2" X 6" PLATE — 3/4" PLYWD SUB FLR. ` ^,^TTJI-PRO 550 11 X 6" STUD @ 16" 0 C. /8" TYPE "X" GYP BOARD THROUGHOUT -19 INSULATION 6" CONIC. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED J"/FT. 8" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X 1'-4" POURED CONCRETE FTG W/ (2) #5 BARS CD LUI11131 PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROVIDE FLASHING 12 -� 4 FINISHED FLOOR BY OWNER 3/4" PLYWOOD SUBFLOOR ON 11 7/8" DEEP WOOD I JOISTS W/ R-30 BATT INSULATION ON 6 MIL POLY. ON 4" GRAVEL SECTION A -A SCALE 1/4" =1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 1/2" TEMPERED GLASS HANDRAILING 4' GRAVEL SECTION B -B SCALE 1/4" ='I'-0" ASPHALT SHINGLES CEILING FIRST FLOOR BUILDING PAPER 1/2" PLYWOOD. SHEATHING 2" X 8" ROOF RAFTERS ® 16" 0 C. (2) 2" X 6" TDP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS SECOND FLOOR CEILING FIRST FLOOR 1/2" X 8" LG ANCHOR BOLT o O 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) m 8" POURED CONC. FOUND. o WALL W/ WATERPROOFING 8" X V-4" POURED CONCRETE FTG W/ (2) #5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES FIRST FLOOR c} TOP OF RIDGE (2) 1 X 9 7/8" LVL HDR 12" —WITH SIMPSON 6.. STRONG TIE CONNECTOR �� ASPHALT SHINGLES BUILDING PAPER - 1 2" PLYWOOD SHEATHING 1 / 2" X 12" ROTIF RAFTERS @ 16" O.C. c CEILING SECOND FLOOR _ (2) 2" X 5" TOP PLATE �r 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 2" X 6" STUD © 16" 0.0 •—�1/2" PLYWOOD. SHEATHING 1/2" GYP BOARD TY"P 3/4" FOAM INSULATION R-19 INSULATION VINYL SIDING TYVEC ' 2" X 6" PLATE TOP OF RIDGE GRADE N I M 1/2" X 8" LG ANCHOR BOLT 0 3'-0" MAX QC TYP FOR. PERIMETER OF HOUSE) 8" POURED CONIC. FOUND WALL W/ WATERPROOFING & 1 1/2" RIGID INSUL. EXTERI HOUSE HOUSE TO APPROVED SEPTIC SYSTEti 0 I m SECOND FLOOR CEILING FIRST FLOOR -1� FIRST FLOOR 0 m GRADE 1 CHANGED FROM SLAB ON GRADE TO CRAIWLSPACE 5/12/04 LP REV. DESCRIPTION -_ DATE INITIALS PLUMBING RISER DIAGRAM N T. S THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. TI W i� ffimd= 1-14-04 :T NO mc-southold 1G NO: 4CF7 0 12 2 6� �6 12 4 r-- --------------------------------------- ---- .-T --•1 LEFT ELEVATION scale: 1/4"=1'-O" RIGHT ELEVATION scale: 114=1'-O" CD RE., PASCARELLA, E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 nm( 1rnT MITI r CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. FINISHED CEILING + 2ND FLOOR FINISHED 2ND FLOOR FINISHED CEILING 1ST FLOOR I FINISHED IST FLOOR GRADE FRONT ELEVATION scale: 1/4"=1'-0" 12 12 6 6 CONTINUOUS RIDGE VENT 12 �6 — — 12 72 — 6� �6 FINISHED CEILING ----- -------- 2ND FLOOR 1-6 ------------------------------- - 0 m � — io — FINISHED 2ND FLOOR�-- ------------------------ 4 ---- ---- ------ FINISHED CEILING -� - - ------------------------------ 1ST FLOOR --------------------------------- ------ 0 0 rn I ro I io FINISHED 1ST FLOOR --- ----------------.-._.------ GRADE uf[/-NVVIIVU I I I Lt: ELEVATIONS F'------ _________ -------------- ---------- `------------------------------------------------------ -------------------------------------- REAR ELEVATION scale 1/4"=1'-0" 1 CHANGE FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS THESE PLANS ARE DATE AN/ NSTRUMENT OF SERVICE C r'\ (� 1-14-04 AND ARE THE PROPERTY OF THE ENGINEER. ; ,�P `` OJECT NO UNAUTHORIZED n ALTERATION OR ADDITION ? '� i0 THESE PLANS ISA aOLATION OF SECTION m "' mC SOUthOld — 7 209 OF THE NEW YORK ,TATE EDUCATION LAW. iP 1 �� F0 93 0 �6 G DRAWINNO. PROFESSIONP 5 OF 7 WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING DESCRIPTION OF b,o,d,e SPACING OF FASTENERS BUILDING MATERIALS DESCRIPTION OF FASTENER 19ERMEDATE SUPPORTS o, JOIST TO SILL OR GIRDER, TOE NAIL 3-Bd ___ EDGES NNCHCS)I (INCHES) sd COMMON NAIL (SUBFLR, WALL) 6 __ 5/16 - 1/2 So COMMON NNL ROOF f 6 12g 19/32 — 1 8d COMMON NAIL (ROOF) 6 I2g 1 1/8 — 1 1/4 10d COMMON NAIL OR Sd 6 12 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d DEFORMED NAIL STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d 1/" REGIA -AR CELLULOSIC 1 1/2" GALV. ROOFING NAIL fid 3 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 Qc.. 1 1/2' DOUBYLE TOP PLATES, FACE NAIL 6 1/2 STRUCTURAL CELLULOSIC 1 1/2" GALV, ROOFING NAIL 8d 24" O.C. FIBIERBOARD SHEATHING COMMON NAIL STAPLE 16 a. 1 1/2 3 6 25/32 STRUCTURAL CELLULOSIC 1 3/4" GALV ROOFING NAIL 8d DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF 8-16d FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 a. 1 314 36 _ NG BETWEEN JOISTS OR RAFTERS 1 1/2" GALV. ROOFING NAIL 8d TO T(CiCJP TO PLATE, TOE NAIL i/2 GYPSUM SHEATHING COMMON NAIL; STAPLE GALV, RIM JCIST TO TOP PLATE, TOE NAIL 8d 1 1/2" LONG, 1 1/4' SCREWS 4 B TOP PLATES, LAPS AT CORNERS AND TYPE W or S INTERSECTIONS, FACE NAIL 1 3/4" GALV. ROOFING NAIL, Bid BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 5/B GYPSUM SHEATHING COMMON NAIL; STAPLE GALV„ ALONG EACH EDGE CONTINUOUS HEADER, TWO PIECES t 5/8" LONG, 1 5/8' SCREWS 4 8 TYPE W ar S CEILING JOISTS TO PLATE, TOE NAIL 3-Bd WOOD STRUCTURAL PANELS COMBINATION SUSFLOOR UNDERLAYMENT TO FRAMING 4-8d 3/4 AND LESS 8d DEFORMED NAIL OR 3-10d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 8d COMMON NAIL 6 12 7/8 - 1 Ed DEFORMED NAIL OR _-- 1" BRAKE TO EACH STUD AND PLATE, FACE NAIL 8d COMMON NAIL 6 12 1 1/8 - 1 1/4 o COMM ON NAIL OR I"A" SSHEATHING TO EACH BEARING, FACE NAIL A DEFORMED NAIL 6 12 P, All nails are smooth -common, box or deformed shanks except where othn,led staled Nalls used far Mail and sheathing COnnectlans shall have minimum penal bend[,, yield trengthe as follows: 80 Yet (551 Mpa) for sham, diameter of 0.192" 1100 Gammon 0 ko 90 ksl (620 Moo ) for shank dlamoters larger than 0 142" Put not larger than M77", and 100 ksl (669 Mpa) for shank diameters of 0.142" or less. b. Staples are 16 gage wire and have q minimum 7/16—Inch on dlameterwaim width. c Nulls shall be spaced at not more than 5 Inches on center at all suppois where spam are 48 inches or greater d. Four—foot—by-9—foot or 4—foot—by-9—foot ponele shall be applied veitholly e Spacing of fasteners not Included In this tcble shall be based on Table Ni f. For regions having build wind speed of 110 mph or greater, Bd deformed Polls shall be used for attaching plywood and wood structural panel roof sheathing to fronhg within minimum 48 -Inch distance from gable end walls, If mean roof height Is more than 25 fait, up to 35 feet maximum, OENE5, NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AT THE 517E PRIOR TO STARTING ANY WORK AND FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS IF DURING WITH THAT AND N0717 THE ABOVE REOFON51E DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS SHALL 6UPER5EDE SCALED DIMENSIONS. APPROVALS, CONTRACTOR OR OWNER SHALL ARRANSE FDR AND OBTAIN ALL REQUIRED PERMITS, INSPECTIONS, GERTIFIGATE OF OCCUPANCY, GERTIFIGATE OF COMPLETION TESTS, ETC. FOR WORK PERFORMED. ALL WORK SHALL CONFORM TO THE NEW YORK 5TA7E RE5IDENTIAL CODE AND THE NEW YORK STATE ENERGY CONSERVATION GODS AND ALL REOUIREMENTS OF THE CITY, TOWN OR VILLAGE HAVING JURI5DICTION. rrL vr_olvn u�r�mc�I� nnv w o=ry PoD IIdidni 1 -OIC WrtKVISION OP CONSTRUCTION OR CONSTRUCTION INSPECTIONS THEREFORE THE OWNER OROONTRAGTOR SHALL BE RE5PON515LE FOR CONSTRUCTION SUPERVISION TO INSRE THAT THE WORK COMPLIES WITH THESE PLANS. CONTRACTOR SHALL MAINTAIN COVERASE FOR ALL EOND5, INSURANCE, AND WORKMEN'S COMPENSATION AS REQUIRED BY LAW. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATINGL UNDERGROUND FACILITIES SUCH CONTRACTOR SHALLLSBE RESPONSIBLLE FORETHSREP AOOFDAMAGEDIFAGINITIE50AT,NO ADDITIONAL COST TO THE HOMEOWNER. CONTRACTOR SHALL REMOVE AND LEGALLY 0I51=05EPF ALL DEBRIS RESULTING FROM DEMOLITION OFF SITE UNLESS OTHERWISE ASREED UPON WITH THE OWNER. GRADING AROUND NEW SHALL RU07ION TO THE AT' FROMOBUILDEINOR701ACHIEVE POSITIVE DRAINAGE AND MATCH EXISTING SURROUNDi GRADE. ALL BACKFILL MATERIAL SHALL BE GLEAN FILL, FREEOF DELETERIOUS MA7ERIAL5. ALL CONCRETE WORK SHALL CONFORM TO THE REGUIFEMEN75 AND RECOMMENDATIONS OF AGI -301-84, "SPECIFICATIONS FOR STRUCTURAL CINCRETE IN BUILDIN55". REINFORCIN5 STEEL 5HALL CONFORM TO A5TM A-6156RADE 60. SOIL�[3EARINO CAPACITY OF 12000 P5F. oti CONTRACTOR 5 RESPONSIBLE FOR VERIFICATION OF AGCEP7ABLE BEARINS STRATA AT THE SITE, ALL CONCRETE WORK SHALL BE POURED IN PLACE ANP SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P51 EXCEPT WHERE OTHERWISE NOTED. ALL CONCRETE SLABS SHALL BE 6" THICK W/ 6"X6" 1.4XI4 W.W.F. ON 6 MIL THICK POLY. VAPOR BARRIER ON WELL COMPACTED FILL, UNLE55 OTHERWISE NOTED, ALL STRUCTURAL STEEL SHALL CONFORM TO THE REOUIREMEN75 OF AISG, "SPECIFICATIONS FOR THE DESIGN FABRICATION ANDERECTION OF STRUCTURAL STEEL BUILDINGS" AND SHALL BE DESIGNATED ASTM A36. ALL LUMBER SHALL BE GRADE MARKED. LUMBER SPECIES SHALL BE DOUGLAS FIR NO. 2 OR BETTER. (FI, = IOOOPrI, E=1,600,000C,50. MAXIMUM NOSTURE CONTENT SHALL BE 19%. ALL OPENINGS SHALL HAVE DOUBLE STUDS AND ALL HEADERS SHALL BE A MINIMUM (2) 2"X6" UNLESS OTHERWISE NOTED, ALL JOISTS AND RAFTERS SHALL BE BRIDGED AT A MINIMUM 8'-O" O.G. WHEN GROSS -BRIDGING USE WOOD OF I"X3" 57OCK OR 16 GAUGE METAL. DOUBLE ALL BEAMS UNDER PARALLEL WALL5, ALL GYPSUM BOARD SHALL BE 1/2" THICK FASTENED BY 1 1/4" LONG DRYWALL 50REW5, TAPED 5PAGKLED (5 (COATS) AND HAND 5'ANDED TO A SMOOTH FINISH. FLA5HIN& SHALL BE PROVIDED AT ALL ROOF PENETRATIONS, INCLUDINS STEP FLASHING AT ALL CHIMNEYS. CONTRACTOR 5HALL PROVIDE AND INSTALL 5MOKE 0E17ECTOR5 AS REQUIRED BY NEW YORK 5TA7E UNIFORM FIRE PREVENTION AND BUILDING CODE, ALL ELECTRICAL WORK SHALL CONFORM TO THE LA7E57 REQUIREMENTS OF THE NATIONAL ELECTRIC CODE, NEW YORK STATE BOARD OF FIRE UNDFRNR17M5, AND ALL LOCAL ASENGIES HAVING JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLEFOR OBTAINING AN ELECTRICAL CERTIFICATE AT THE COMPLETION OF WORK. ALL PLUMBING WORK SHALL CONFORM TO THE NEW YCRK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS. CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 MIN DISTANCE BEYOND OUTER LIMIT OF WINDOW FRAME O O L O L 1/2" THK. CDX PLYWOOD 0 WINDOW GLAZING SEE TABLE 1609 1 4 FOR FASTENING SCHEDULE u O TEMPORARY PLYWOOD SHUTTER SCALE1/2" C C NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER LIMITS OF THE WINDOW EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN DEBRIS PROTECTIONACCORDANCE FASTENING WITH LSCHEDULE FORT 4 STRUCTURAL WOOD PANELS", O O `OUTER LIMIT OF WINDOW FRAME O PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: CODE COMPLIANCE WIND BRACING DETAILS TEMPORARY WIND SHUTTER 'V TOP FLAN6E FACE -MOUNT 5 JOIST HANGERS JOIST CONNECTORS IN WIDE VARIETY OF SIZES) 2"X WOOD CORNER TYP iTLAG BOLT OR N THROUGH BOLT OPTIONAL INWASHER mR 2"X4" BILL F__ PLATE EIMPSON -DSA METAL HOLD-DOWN OR UPLIFT ANCHOR THREADED ROD THROUGH FLOOR STRUCTURE OR ANCHOR BOLT INTO FOUNDATION �,� METAL HOLD—DOWN/ UPLIFT ANCHOR TRANSFERS TENSION LOAD BETWEEN FLOORS, TIES STUDS/ POSTS TO FOUNDATION 2"X4" WOOD 57UDS ® 16" or, 2"X4" SILL PLATE 5/4" T86 PLWOOD SUBFLOOR WALL STRAPS-SIMPSOhI 0520 COIL STRAP EVERY OTHER STUD NAILED HV Op BOX NAILS IN ACCORDANCE V4/ TABLE 36,4 INFGM (2) 2"X6" ARCO BASE PLATES CONCRETE OR CMU FOUNDATION WALL SILL PLATE ANCHORS ,ANCHORS SILL PLATE AND STUD 'TO CONCRETE OR CMU FOUNDATION 4WALL CHANGED SLAB ON GRADE TO CRAWLSP,'ACE DESCRIPTION SIMF HURRIC un+'ucb ROOF RAITIF, TO PLANS) (�) 2"X4" TOP PLATES HURRICANE CLIPS FOR RAFTER SPANS UNDER 24'-O" -TIES TOP PLATC-s TO ROOF RAFTERS FOR TENSION CORD CONNECTION. OTOHED ROOF AF7ER5-TRU55E5 2EFER TO PLANS) 2"X4" TOP PLATES 4PSON M SIESMIG D HURRICANE THE OR 0520 COIL STRAP, SEISMIC /HURRICANE TIE FOR ROOF RAFTER OVER 24'-0"-pROVIDE5 TENSION FOR WOOD -TO -WOOD GONNEGTION5 FOR WOOD TRUSSES AND J015TS SPAN USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE CODE -REQUIRED MINIMUM CENTER E -TO-CNTER SPACING FOR NAILS G52O COILED 57RAP5 OR L5TA50 BY SIMPSON NP. 11ITM TN PROVDEMINMUM END DISTA N MAL NUMBEROFFIEDNALSACH END FLOOR TIE ANCHOR PROVIDES FLOOR -TO -FLOOR TENSION OTI GONNEON REFER TO SIMPSON FOR NAILING REOUIRMENTS STRAPPING SCHEDULE 5/12/04 LP DATE7 INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, 1-14-D4 FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (TABLE R602.3(1) DEESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS FASTENERS a,b,c,d JOIST TO SILL OR GIRDER, TOE NAIL 3-Bd ___ 1"X6'i" SUBFLOOR OR LESS TO EACH 2-8d JOISIT, FACE NAIL 2 STAPLES, 1 3/4" __ 2" SIUBFLOOR TO JOIST OR GIRDER, 2-16d BLIND AND FACE NAIL --- SOLE PLATE TO JOIST OR BLOCKING, 16d FACE NAIL i6" O.C. TOP OR SOLE PLATE TO STUD, END NAIL 2-16d STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d DOUBBLE STUDS, FACE NAIL 10d 24" 0 C. DOUBYLE TOP PLATES, FACE NAIL 10d 24" O.C. SOLE PLATE TO JOIST OR BLOCKING 3-16d AT 13FRACED WALL PANELS 16" O,C, DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF 8-16d END J401NT5, FACE NAIL IN LAPPED AREA _ NG BETWEEN JOISTS OR RAFTERS 3-8d TO T(CiCJP TO PLATE, TOE NAIL `- RIM JCIST TO TOP PLATE, TOE NAIL 8d S" O,C TOP PLATES, LAPS AT CORNERS AND 2-10d INTERSECTIONS, FACE NAIL --- BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 16" 0C ALONG EACH EDGE CONTINUOUS HEADER, TWO PIECES 16d 16" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-Bd --- CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d __- CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10d CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3 -'IOC RAFTERi TO PLATE, TOE NAIL 2-1 Ed _-- 1" BRAKE TO EACH STUD AND PLATE, FACE NAIL 2-8d __- 2 STAPLES, 1 3/4" I"A" SSHEATHING TO EACH BEARING, FACE NAIL 2-8d --- 2 STAPLES, 1 3 4" --- I 'X8" SSHEATHING TO EACH BEARING, FACE NAIL 2-Bd --- 3 STAPLES, 1 3/4" --- WIDER TTHAN 1"X8" SHEATHING TO EACH BEARING, 3-Bd FACE NAAIL 4 STAPLES, 1 3 4" _ --- BUILT-UUP CORNER STUDS 10d 24" O.C. NAIL EACH LAYER AT BUILT -UUP GIRDERS AND BEAMS, 32" O.C. AT TOP AND 2 INCH LUMBER LAYERS 10d BOTTOM (STAGGERED) TWO NAILS AT ENDS AND AT EACH SPLICE 2" PLANNKS 2-16d AT EACH BEARING ROOF RAAFTERS TO RIDGE, VALLEY OR HIP RAFFTERS: TOE NAL -16d FACE FACE NAAIL -16d --- -__ --- RAFTER RAFTER ' TIES TO RAFTERS, FACE 3-Sd _- PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: CODE COMPLIANCE WIND BRACING DETAILS TEMPORARY WIND SHUTTER 'V TOP FLAN6E FACE -MOUNT 5 JOIST HANGERS JOIST CONNECTORS IN WIDE VARIETY OF SIZES) 2"X WOOD CORNER TYP iTLAG BOLT OR N THROUGH BOLT OPTIONAL INWASHER mR 2"X4" BILL F__ PLATE EIMPSON -DSA METAL HOLD-DOWN OR UPLIFT ANCHOR THREADED ROD THROUGH FLOOR STRUCTURE OR ANCHOR BOLT INTO FOUNDATION �,� METAL HOLD—DOWN/ UPLIFT ANCHOR TRANSFERS TENSION LOAD BETWEEN FLOORS, TIES STUDS/ POSTS TO FOUNDATION 2"X4" WOOD 57UDS ® 16" or, 2"X4" SILL PLATE 5/4" T86 PLWOOD SUBFLOOR WALL STRAPS-SIMPSOhI 0520 COIL STRAP EVERY OTHER STUD NAILED HV Op BOX NAILS IN ACCORDANCE V4/ TABLE 36,4 INFGM (2) 2"X6" ARCO BASE PLATES CONCRETE OR CMU FOUNDATION WALL SILL PLATE ANCHORS ,ANCHORS SILL PLATE AND STUD 'TO CONCRETE OR CMU FOUNDATION 4WALL CHANGED SLAB ON GRADE TO CRAWLSP,'ACE DESCRIPTION SIMF HURRIC un+'ucb ROOF RAITIF, TO PLANS) (�) 2"X4" TOP PLATES HURRICANE CLIPS FOR RAFTER SPANS UNDER 24'-O" -TIES TOP PLATC-s TO ROOF RAFTERS FOR TENSION CORD CONNECTION. OTOHED ROOF AF7ER5-TRU55E5 2EFER TO PLANS) 2"X4" TOP PLATES 4PSON M SIESMIG D HURRICANE THE OR 0520 COIL STRAP, SEISMIC /HURRICANE TIE FOR ROOF RAFTER OVER 24'-0"-pROVIDE5 TENSION FOR WOOD -TO -WOOD GONNEGTION5 FOR WOOD TRUSSES AND J015TS SPAN USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE CODE -REQUIRED MINIMUM CENTER E -TO-CNTER SPACING FOR NAILS G52O COILED 57RAP5 OR L5TA50 BY SIMPSON NP. 11ITM TN PROVDEMINMUM END DISTA N MAL NUMBEROFFIEDNALSACH END FLOOR TIE ANCHOR PROVIDES FLOOR -TO -FLOOR TENSION OTI GONNEON REFER TO SIMPSON FOR NAILING REOUIRMENTS STRAPPING SCHEDULE 5/12/04 LP DATE7 INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW, 1-14-D4 D I ATTACHMENT AT END BEARING 2 BLOCKING PANEL EXTERIOR F3 WON I BEAMrw RIM JOIST (r SQUASH BLOCKS & SINGLE RIM JOIST FO FIBERSTRONG ® / SR FIBERSTRONG vedltd load Hal =Rona R max, vaf lmd Iad Ira..a = 20M pit max RIM BOARD CLOSURE RIM BOARD CLOSURE � P along load bearing well hosed on orating RIM load transfer = 5706 II Will too pull = 20DO Of mor aRcs of NO psi Vert cal land Imnshm = 57011 batt / ( Bob pit for staler pis[ without i i 6lotlnog panels' ( I / (8511 batt fa slacker pis( without Wood I Beomsn ll/ � hllv3lmg pon¢!s + ) One 10d bow or sdnNr oat each sldl: at ret p1s1 , Binding pmol 6bearing,kypmal for all road bearings i or FlberSlrm m ' pDand blacking road Loops o nm palmtop 21/92 49/21 WA i bin hbmd v or FNerNmg® gonye of pis( with IN nbiP, hold ckmma9 � 21' ac be Ixaa rim board of \ Wad I Boom" All IF / \ / \ 24' o.c Is brae \ blocking panel � stoner Fsl \ \ slalr bald ,17Cfi. / Squash blocks de use godBoalFa side \ i (L4 minmum) / rile bawl Decker Mock i Minimum I'll 17/4' �''� —� 13/1 minlmum bearing I¢pgN Ofessional's risk hea'ug al dl floor and roof dotal¢ /Sldmg . Sltnd Bd nods al fisc, (or par 1/2'sheo111ioIn paid spliRlog gage, stmt nails at legal One nail al lop das1W prefevsimd'n spew, I/ 6 Pit nails 1/2" shathing II/7 Iran aid, done nail¢ at a1 angle to & botlam Nmge: but canplpog with Imtallabm Bd nor top adpr¢ant studnt o1 bearing plate. per design barb- OdCp, 15, 25 isM I Note 0, p. 27 G -P Deal Guide.) baNam forceBO nail lar bock ll coappt nqqmm( p ) bottom bonge ostcllalim ate D, y 27 G -P Pradmt aide.) 1fid (CPI ?5 pets) See detail F7 fa Mocking reguWemmis. ¢p Fiher56ongm ad nods ill 6' a cmla G -P FlbseStrages — Bel nails at 6" on center Check toed handing coda for appropriate detail In areas of high lul¢raI land, rind hoard 3-8d nails tali to able, typical rim board 7-81 all tarnbil to plate, Ipreol It comas of areas DECK Sheridan F6 ATTACHMENT Real Polar Blacking g c -p feta ba F7 BLOCKING PANELS USED FOR BRACING �F� BEVEL CUT JOIST F9 BLOCKING PANEL, INTERIOR F10 SQUASH BLOCKS AT INTERIOR BEARING 1/2' 15 ' piprold /OSB (6' high( 11 7/9' IF 30 91/7,11 pre 1/2' + 5/8' plywcotl/OSB (8' Ingle( GPI 25 g 1/2' 2x6 2A6 117/B" Npl6' Alia (dorh9 BodlinN leppaaly hag INga� hi lead 09 pew only) and tkormm Ned re brad, 2XB dm Iward smgm layer 2]/a2^ pas/x4 APn rola ebembmg (cpaywoa, cr ase) rim provides 1000 pia vergaal 7x10 16' Verticd lead transfer = 2000 Of max, along herring out �b�haw Vertical load transfer = 2000 pit max along load hearing wall calk kdm mM kite Pully calDnm immedlat4Y RWIY Idpr and nsloll toy weer (rt Orajl rd0). 2X8 + 1/2' plyWaad/OSB 2NI0 + I/2' -0y wlwd/0`s d nanerer (two say... - 2000 pear. All only sty,Iola( dnplM1a up to 11 ]/8' A 7x12 + 1/2' postal :yrmee10°i Nip u°m°Av qday dkrp gnpun'pW o. 26 + 5/8' plywaal 2x6 + 5/8' plywood/0SB 117/9' 26 + 5/8' plywad/0'A a levo used with 2x4 rain. yore blodo as shown in III F4 Fa. IF 33 91/2' nal howl silk 2w6 + 5A' ply«oad/OSB Load bearing well must stock over squash blocks and wall or beam beeowY 2xG + 5/e` plywad/OBB 2,8 4 5/8` plywaatl/OSO 1-4 all, a stoMess 2x8 + 5/0' ply sod/WB r, Fist beLad inddE food haonogg well must clock are 242 + 5/6" pl)woad/OSO an 4311 1/8 (2) 29 sled wahars for spears 14` (2) M foe of Support PP bled4l mtl all a beam 6daw.' 9 (2) 20 (2) 2x12 Extend Rashmg on. too b- I, beau mdmg I1m jdsis meal ova well, wavesnoel 13/4 awards spins fa each a /s I G -P Fi6aSlrag° \ / rim hoard 2'w_ PT ledger attached WIN 1/2' diameter 14' Ihrou h hills with washes and Bats (or 1/2' x 4' Blacklno aaele imlalbd far 0 INa.m I \ log smms) 3504 per hell. as +' t ..ch sunder, eamxr and at least 4' every 25' of Issue length, Nal¢I Waod Bemli MaNln l \\ Squash block 8d nails (2x4 minlmum) ad hall top and I/7 shooting ilea ed nails of e" o.c. ar a -bridging required w 9d soft at As. (v per dmlgo pmfs kdoml ^ xs bottom go0ge at hexing for loterd hot c0 allog do losldbi llob Note 0, m p. 27 of Product Bearing wall, G -P Lam LVL or Glulam Ban GNRtlI: lag n*m dad 6e Imald n Isd kelt Dy 6wh9 eaPPat aaA N ad1lC an cent box-adtoplate, typed with a n)b, lint by Aag elk a learn ner-Iaguse0 desTernas rdou hand rddanre It spew ad SMI be al Crack taint bmldlna code far op rapreate datall In oreave or hash lot eml toed Check laced balding code for Tproppde dal In ares 01 high lateral lad Mon-dockng mile ,areas wallcoasts elm. 'Norstacking walla require addNonal wnsideral JAlst Real Polar Blacking Full-dep0 Her Blacking WI 25 91/2' Use in deloil F12 Use in ds ells F13, FI4 to C4 GPI 15 9 1/2v I/7 + 5/8' plywead/05B (6" high) 1/2' 15 ' piprold /OSB (6' high( 11 7/9' IF 30 91/7,11 pre 1/2' + 5/8' plywcotl/OSB (8' Ingle( GPI 25 g 1/2' 2x6 2A6 117/B" 2X6 2XB 14' 2XB 7x10 16' 2X10 2112 GPI 3514' 2X8 + 1/2' plyWaad/OSB 2NI0 + I/2' -0y wlwd/0`s 16' A 7x12 + 1/2' postal INF 30 91/2" 26 + 5/8' plywaal 2x6 + 5/8' plywood/0SB 117/9' 26 + 5/8' plywad/0'A N3 4 5/8' plywood/OSB IF 33 91/2' 26 + 5/8' plywad/H 2w6 + 5A' ply«oad/OSB 117/8' 2xG + 5/e` plywad/OBB 2,8 4 5/8` plywaatl/OSO if 2x8 + 5/0' ply sod/WB 2x10 + 5/8' symbod/Oi9 16, 26 + 5/8' Name /OSB 242 + 5/6" pl)woad/OSO an 4311 1/8 (2) 29 (2) 2XB 14` (2) M (2) 2x10 16' (2) 20 (2) 2x12 F11 DOUBLE JOIST CONSTRUCTION (Not replied if both loaded equally Iran above) Her Making i 1/8flop _ X 1) Seppad hack of web during During to preuenl damage to web-gange connection 2) Lew 1/8' gap befwam top of 'titin blocking and bottom of lap Range 3) Black soled bdamoa piste fa full length of spun I) Pease Fiats together and nail from mill side aim 2 halos of Tod soils at L' ac, clinched when Pal Stagger rows from opposite sides by 6". dial Motebd D WI 15 91 2', II 1 D' I/2' a 5 B phwood/OID fi WI 25 91/2' S/I' plyemdffl 6, 11 7/114'. I6" 3/I' plywad/9m I 3/1 piywmd//098 Check local building code for appropriate dexplls ,n arm or high lalwral lead, Jdet Ml 6 IF 30 91/7,11 pre F12 FLOOR OPENING, TOP MOUNT HIGERS is^' and 33 If, IC F13 FLOOR OPENING, (FACE MOUNT HANGERS ArstmhMdouMeFistdotal Fit WF 43 117,al N', I6' 1 F14 STRINGER TO JOIST CONNECTION FI5 JOIST TO BEAM CONNECTION (resemble double plsl per all FII. ,� (regular butt) ands 914', fi.7/8. par (lull -depth fillet) NF 43 11;60',14' I/2' nest B Beeler Must. 'Appropriate lace Backer blade: \ JJ / A B¢(aE in5{ollMg b hatkElkd d0.DE J15ti data ✓� an additional 3-IOd nulls hlo'M mb what Belpre Insldhng a balker to o dadde pis(, di ml addilgla 3-I6d nays Nta the WBS Wh<re li Double Wood I Beomi'lmostn¢lioo per deloil PH (lull d Ih ? eepp , @ler). Becker RatedaBeam a me hacker well fit 00416rdulpht to top me backed w0106 clinched IhEo pi'do Ibslall I blocking size and Installation per detail FI3. flange Use ad, Ed N11,, ON when posmde. i • r i I bitter tight to top flange, Use 10-I41d nods, clinched when possible I y / Bearing plate Flush late p with Inside face of beam Backer blocks' i'" War dlocke" —nma.r Mnraa nolo - dial Motebd D WI 15 91 2', II 1 D' I/2' a 5 B phwood/OID fi WI 25 91/2' S/I' plyemdffl 6, 11 7/114'. I6" 3/I' plywad/9m I 3/1 piywmd//098 1/2'+I/7plywmd/OSp Jdet Ml 6 IF 30 91/7,11 pre 1/2'+I/Y flawar s0 6 and 33 If, IC 1/7+1/2'(dyeood/(ISB 7; WF 43 117,al N', I6' 1 2x0 1 a deist Mohddld Depth G°I 15 91/2",117/0' 1/7 a 5/8' plylywaod/0.� 61/19 5/9' (m 23 9 12', II 7 6 If. I6` 3/1 piywmd//098 61/4', 0 5/8' 10311234 lPl J5 14', Ifi' I/2' + I/2° plyVwmd/OSB 10 3/1,12 3/1 USP (Kant -Sag•) MSM218 Mmlmum 12-I0d aced, at. LVL header dbisV MalEniM Depth ands 914', fi.7/8. t/2"+1/7 Plyrry'md/OSB 1 3/48162/d,} NF 43 11;60',14' I/2' nest 125/84x 10 3 4 E>5c i , I seek 11 web, I :P / L �/ A i' Haa..re IJoiaaa Requlremen[ h6g ttaajt 9 BEaINg EtlffEllEfE may B Qha USP (Kant -Sag•) MSM218 Mmlmum 12-I0d aced, at. LVL header he mal at hangers OR or scope Lala:. mlmmum �\'I (See di FIB) simpean so-eo,-n: mn21e a -Tod .h 1 1/r ,neo nnnger 'Appropriate lace \ JJ mount Kangas may / be subuddumd See Far sb'Ingne lanae, than 14' or atro,l reodlans excaedln, ]COX, coil G -P. detail Ha air During \"T"/ 'Block must be Ian ideal to arms expired tell with 1111n Null requirements. Steel B¢om 9 P W 9 � 8 'Nock mull h¢ lung enagd to recall mpuirMd naiVog mlhaut eplilling, B FI6 JOIST TO BEAM CONNECTION, STEP DOWN F11 JOIST TO BEAM CONNECTION, STEP DOWN CT18 BEARING STIFFENERS F19 SQUASH BLOCKS AT CONCENTRATED LOADS FASTENING RECOMMENDATIONS FOR SIDE—LOADIED, Gaps/et) BI MULTIPLE PIECE MEMBERS +� /— pinch nape whin possible 1 Iso Maximum Undam Load Applied to Either a Both 0dtede Pimss (16s/lipfl.) 2' / VI I Top Del rotten ram dlmld be Y ham'tele _ r_ �_ ._ __ �. __._.� .� �.._._ ,. 2 But Door me M b o shown of I/3g' lir a m,ahl,Im ar 1/16' 23/37 48%14 cul nm orloaV5a „lire "a 14— u, See detail ED N ALED IN, Do Eanmon� Balm with bdlrs NNlw I an to belt If 1, h and MIEN h lomld f man mytl PA all Plsm N Member Now IT and battle of Oe aw w God belt andel edea Orat Note, Bmlrq sliRatio Shealhing or Stiffener (Nywaod OSB, Ralf nosh side at _,_.no, of 17 pus a ones m 17 ac s s ton a s! on rlagm.l 12 inn w l2' oc 2 ones ml e' uc he OI Oldness of He merma bin wades mar Nod and nut soy M IEQJp¢d FP approved 3 Value, to no0d tmssOme MV be dmbld to PP 2 595 760 505 IBIS 1MID y due deloil FIB) - Nagrs with side Al 6' ac a M'pld la /' oa bol spot89. ret - IN gets with sides sok tanlalning 7^, 3 7W ° 570' - 39a 760 1570 4. R .:I1exh mw of Imimmh 11'. �� tap Range of jai91. T 4 Me Recommended 335 675 175a' S� Aor a Ncee-else mrmba, Negsifid nodig Is Imp mdl9de 8tl bolls, - Bndtmoulh tuts C� Z Top spend O hotl1 ild0 of tlw mmLa. 2 PLY 3 PLY 4 PLY BOL1F0 2 ROWS ®24' oto STAGGERED - Nse udll MARX p I Sm deloil F7 \\ \ �\ SRFFENER SITE' NAILS Y O 0 O far hholing Nm6er OR I& i/2' 4-81 2 W fPt 26; 5/8` 4-81 2. ttp o regldrelnents CPI 31 1/7+I/7 4-81 Ledger far Raw Tot fel Nf 30, 33: I/7 + 1�2' 3-IOd / NMtfD 2 BOWS 012' a.o, - Use with MARK b ( ) O0.7ED 2 ROWS 012' os - be with MART( N ( ) NF 43', 11 3-121 sheommg allodnmml APA®Rated Shmihmg O O O O O G-Plm•ttta a min mum mdUl 2516 or SNRD--RWRhe m Sold block all posts ham show to bearing below fMmpmm G -P mm LVL or with equal number of squash blocks ® o 0 0 0 Clulom Beam NAILS) 3 ROWS 0 I as. - Use with MARK h ( ) BOLTED 2 ROWS 0 6' a a, - bas with MARK t ( ) • O O O O O O O O O O O O O O O O LUIGI PAGICAF IELLA, Pool PLLC J CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND hall ROAD SOUTHOLD, N.Y. DRAWING TITLE: WOOD I BEAM DETAILS 1 CHNAGED FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 F LP J REV. DESCRIPTION DATE INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER, UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW '(ORK STATE EDUCATION LAW DATE 1-14-04 T NO Fnc—southold IG NO 7OF7 I Mm 2'-5" CD LUIIGI PA S CARELLA , IP.IE.v PiLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 i 13'-0" I 22'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. r-cLe6ation Plan scale: I/4"=1'-0° DRAWING TITLE: FOUNDATION PLAN • —3' WIDE X 3' HIGH CRAWLSPACE ACCESS 2 CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP 0 DESCRIPTION DATE INITIALS r--------------- ---------------------- L— -- -- 11 r----------- I I I ° I O SCRATCH COAT I I I -I I e O y �� I I•I 3 11 I l I e 3 ca I N •T 3 216" X 21(o" X 24" POURED CONC FTU. LJ/ #¢ BARS s = = no" X 2'6" X 2.4° C 611 W CONC. SLAB 6" X 6" POURED CONC FTU. r ---r 6/6 WWM OVER 6 MIL w/ 16" x 16" PIER P. VAPOR BARRIER FoR 3) 0 r--- r---, r ---r +� wl2X3m WI2X30 _ _ _ W12X30 -�'- - ; 61 - WI2X3m 0 e SEAM POCKE m m a• (TYP. EACH SIDE) • 9'-6" E' -B" 9'-4" 9'-9" L--- ------ --- -------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I O O O _ _ V 0 O O D O m O O r O 19 3 3(a 3 w 0 — II 8"X'16" CRAWL B" TH< POURED CONC. ' "PACE VENT FOUNDATION WALL W/ FOR j4J B" X 16" POURED CONC. FTU. I I L----------------------------------------------- ------------------------- I �.°I I CD LUIIGI PA S CARELLA , IP.IE.v PiLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 i 13'-0" I 22'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. r-cLe6ation Plan scale: I/4"=1'-0° DRAWING TITLE: FOUNDATION PLAN • —3' WIDE X 3' HIGH CRAWLSPACE ACCESS l JUL 2 0 2v THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW r 0LL)'�- 1-14-04 OJECT NO me Southold DRAWING NO 1 OF7 2 CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS l JUL 2 0 2v THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW r 0LL)'�- 1-14-04 OJECT NO me Southold DRAWING NO 1 OF7 (2) 2" x 10" 6 B 341�2x 3 I/2" SCw. TUBE OL. W/ 3/8" WALL THICKNESS in LUIGI PASCAPIELLA9 P.M j PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 J \140III1m WIN mm ll 13'-2" W D W 4 (2) 1 3/-0" X 14" WL. HDR 1 v r LIN B m Jl V Q 0 D 0 tGHEN — a - O D LOAD BEARING e 3 PARTITION - O r 1 1 1 1 1 1 I I I UPI r i _WJ12 X40 V i i d" DIA 36" HIGH ( ' 231-4'I LOLLY COLUMN HANDRAIL (Open t0 alODv6) HARD WIRED SMOKE DETECTOR CTYP.) DINEttE !°IVINcS ROOM C3) 211X611 POST ' 5 I/2" X II 'V8" "ANTHONY" POWGR BEAM 38'-9" 5 1/2" X 16" "ANTHONY" POWER BEAM 12'-4" FKUJEU I I I I LE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. E! 18 RISERS 11 TREADS MODEL SL -160 TI 5 1/2" X it 1/8" � "ANTHONY" POWER ®€Ary First r-IOOr filar Soak: 11-1 DRAWING TITLE: FIRST FLOOR PLAN 18,-911 1m -51. 11 WOOD POST "'WI''.�V CTYP. BOTH SIDES) 6 I/2" X 16" ANTWONY POWER BEAM 0 V d r �q BEDROOI`1 0 m La m a � 0 � vO X 12" HDR e DIRECT VENT GAS A PIKED PIRGPLACG INSTALL A0 PGR MANUFACTURER'S LITERATURE I.¢1-011 I. I3'-811 ¢II X 6° WOOD POS7 (TYP. BOTH SIDES) 1/2" X 3 1/2" SQ. TUBE cOL. W/ 3/E)" WALL THICKNESS E" TYP 11X11 GYP BOARD 0 ON WALLS AND CIEILINGS DIRECT VENY BOILER ¢ WATER rd -1" �� HEAYER GL" v m � U U 0 e @ CV m m e O a of 6 4 - O 43O ______W12 3 xd0 -__ F d) B �? U a �' CsARACsE � O 2 RISERS a 1 }" a TREAD 9 1.7 2 u D IL � WASHER/DRY€R F O e3 3 2" X 8" HDR e LOAD BEARING � PARTITION 0 V d r �q BEDROOI`1 0 m La m a � 0 � vO X 12" HDR e DIRECT VENT GAS A PIKED PIRGPLACG INSTALL A0 PGR MANUFACTURER'S LITERATURE I.¢1-011 I. I3'-811 ¢II X 6° WOOD POS7 (TYP. BOTH SIDES) 1/2" X 3 1/2" SQ. TUBE cOL. W/ 3/E)" WALL THICKNESS E" TYP 11X11 GYP BOARD 0 ON WALLS AND CIEILINGS DIRECT VENY BOILER ¢ WATER rd -1" �� HEAYER GL" v m CD LUIGI PAGCARELLA9 P.E.s PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 2101.0„ 12' -II" 141_81 22'-611 10'-011 e e DIRECT VENT GAS FARn PREM -ACE INrPTALL AS PER e IYANLIFACTWRER'S LITERATURE 6 6 (2) 2" X 10" HDR (2) 2" X IPJ" HDR "x6"RRA 21, x51RM ?"xB"RRA 21,xa"RR ee 16 m.I ibl— 31_211 V Im�1� ozI 16^ o.e5 m (2) 3/4" X II 1/8'LVL. HDR \ ly1 /'HEAT GLOW -1 2" x all RR 16" o.c' 141_711 '0 �\ X /' RHw-66 i U �y 2" x e" RR tell, oz. CL 1,7 ,SM�E DETECTOR i TYP. 0 \ �, , 9" x 12" RR 16" O.C. �\ v�';/ •'� N � / BIEUICOOI"I vv 2" X 12" RIDGE I �ry� L1 �O Iw 1 \. tEMFEREa GLASS RAILING _ / Ipi i i/� p �, ILII I I li Sry e lyl 1 1 1 1 1 1 1 1 1_ UJIC � e V \ O 2.1 G,1 X 12" RR I8i" O.G.111_\( s _ , 1p I �t A/ \ "� .G.LI\ 2"X12"RR 16" ac- LI: / (2) 1 i" X 9 9/8" LVL HDR \ \ l (OPEN To MELCUJ) \ Ile" 41?/ 0 1 N / p n\ N \ 21211 x�� 2" x all RR \\ \ // i /Y L V IV 16' G.G.- C2) X 10" HDR (2) 2" X 10' HDR (2) 2" X 10" HDR (2) 2" X IPJ" HDR \ - PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 61_21, 11_81. EDSC-c--16 P-1OOP f=lab eral's; 1/4"aP-0'1 DRAWING TITLE: SECOND FLOOR PLAN MECH. VENT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW 'tORI< STATE EDUCATION LAW. , of N 1-14-04 GP AS J � PROJECT NO * t, mc_southold DRAWING NO.. 30 6� ��Alm, ta' 3 OF 7 I✓r0O;Z JUTE®UL M DESIG tlTY SIZE TYPE DI I 3'-0' X 61_611X 1 3/4" PLUSH D2 2 16'-80i' X 3/{" GARAGE DOOR D3 3 + " x 6'_ 8' X 1 3/4" FIRE RATED D4 6 2'-8" X 6'-8" X 1 3/4" FLUSH D6 1 4'-0" X 6'-B" X 13/4" BIFOLD D6 4 V-0" X 6'-8" X 1 3/4" EIFOLD D7 2 2'-0" X 6'-8" X 1 3/4" FLUSH DB 2 8'-0" X 61-0" X 3/4" ANDERSEN 0168060 D9 2 I'-6" X 6'-8" X 13/4" FLUSH DI0 1 2'-8" X 6'-8" X 3/4" EXTERIOR LL,47 ION LOCATION ROOM 612E LIGHT (6F) NTILATION l6F) LAUNDRY ROOM 45 11 �? 16T PLR. BATH 46 4 3b FRONT 16T PLR, SR 176 32 312 DINEtt1I 659 89b 42 (DOOR) REAR I67 PLR. BR 136 19b 12 7CRCISE/E4EDR00 528 68.2 66 OFFIOE 128 495 39.2 2ND PER, BATH 110 8 2,1 " X II 7/6" LVL RIDGE R 35 INSULATION 2" X 6" CEILING JOIST 16" O.C. ASPHALT SHINGLES BUILDING PAPER 1� I/2" PLYWOOD. SHEATHING � 8 2" X 12" ROOF RAFTERS a 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT _ WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE X 6" STUD a 16" O.C. " GYP BOARD TYP IS INSULATION 2" X 6" PLATE R 38 INSULATION 2" X 12'' CEILING JOIST 16" 2.0 X S 1/9" LVL HIDR WITH SI'MPSON- 12" STRONG TIE CONNECTOR ASPHALT SHINGLES BUILDING PAPER I/2" PLYWOOD. SHEATHING � "VVI'. (� II i�S2S ff�� �i� 2" X 11" ROOF RAFTERS a 16" O,C. (2) 2" X 6" TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD, SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEG ASPHALT SHINGLES BUILDING PAPER a 1/2" PLYWOOD. SHEATHING °" X 12" ROOF RAFTERS a 16" O.C',. 2" X (0" STUD a 16" O.C, 1/2" GYP BOARD TYP RI INSULATION 2'' X 6" PLATE 3/4" PLYWD, SUB Fl -R. - TJI-PRO 552 — ID I JnI91`8 a Al.,Inet X 6" STUD a 16" O.G, /8" TYPE "X" GTP BOARD THROUGHOUT i -IS INSULATION (0" CONIC, SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED a"/FT 6" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING all X 1'-4" POURED CONCRETE FTG W/ (2) >R6 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 2" X 6" STUD a 16" O,C, 1/2" GYP BOARD TYP R -IS INSULATION 2" X 6" PLATE 3/4" PLYWD, SU'B PLR. "VI -PRO 662 - 7 I )CISTS a 16" on Ll 2" GONG. SCRATCH COAT ON 6 MIL. POLY, l2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS PROVIDE FLASHING FINISHED FLOOR BY OWNER 3/4" PLYWOOD SUBF'LOOR ON II 1/6" DEEP WOOD I JOISTS W/ R-30 BATT INSULATION ON 6 MIL. POLY, ON 4" GRAVEL J�CiTIDNI ��� SCALE 1/4" -1'-C" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. X S 7/6" LVL MDR I�WITH \ NG TIE C ��J�IIII STRONG- TIE CONNECTOR 6 ASPHALT SHINGLES BUILDING PAPER_ 1 11911 1 � / 2" X 12" ROOF RAFTERS a 16" O.C. (2) 2" X 6" TOP PLATE \I" X 6" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" TEMPERED GLASS y HANDRA 1 L ING B 2" X 6" STUD a 16" O.C. I/2" PLYWOOD. SHEATHING 1/2" GYP BOARD TYp 3/4" FOAM INSULATION R -IS INSULATION VINYL SIDING — TYVEG 2" X 6" PLATE SCALE 1/4" =1'-oll ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEA'iHING 92001- RAFTERS a 16" O.C, 0 (2)2"X,90 TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/'1" X 6" LG ANCHOR BOLT a 3'-2" MAX O.C. TYP FOR PERIMETER OF HOUSE) all POURED CONC. FOUND. 0 WALL W/ WATERPROOFING 811 X 1,,,411 POURED CONCRETE Pilo W/ (2) II5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES 4' GRAVEL - CEILING FIRST FLOOR - SECOND FLOOR - CEILING FIRST FLOOR - FIRST FLOOR TOP OF RIDGE GRADE 1/2" X S" LG ANCHOR BOLT 0 a 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) B" POURED CONC, FOUND. WALL W/ WATERPROOFING E 1 1/2" RIGID INSUL. EXTERI( HOUSE HOUSE T TO APPROVED SEPTIC SYSTEM CEILING SECOND FLOOR -I!� SECOND FLOOR - CEILING FIRST FLOOR FIRST FLOOR -IIIIII- TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM 2 CHANGES BASED ON FIELD CONDITIONIS UJIN%�®LU SC'I���UL� LP 1 CHANGED FROM SLAB ON GRADE TO CRAWLSPACE DE61G QTY TYPE CAT. NO, MFG CLL°AR OPeN l8F)CLEA.R WIDTH (IN "EAR HEIGHt cNI, EGR666 WINDOW WI 2 CA6E CN135 ANDERSEN 2b 1031161, 36 III N/A W2 1 CAGE C345 ANDERIDEN II0 Ie 316" 41 I6i16" FRONT 16T AIBR W3 4 FIXED P4550 ANDER6EN N/A N/A N/A N/A W4 2 FIXED P450 ANDERSEN N/A N/A N/A N/A W5 I FIXED P6050 ANDERSEN N/A N/A N/A N/A W6 I FIXED APPW602 ANDERSEN N/A N/A N/A N/A W1 I CAGE CW26 ANDERSEN 18.4 22 5/8" 61" XERCI6E/BEDROO W8 3 FIXED APCW22 ANDERSEN N/A N/A N/A I N/A W9 I CASE CW255 ANDERSEN 9.{ 1 22 5/8" 59 15/16" IDmcoNo FLR OFFICE 110 2 CAGE CWI55 ANDERSEN 9.4 22 5/8" 59 15 if6" N/A WII I FIXED III ANDERSEN N/A N/A N/A N/A 112 I OX EA SO -P4035-1661 ANDERSEN N/A N/A N/A N/A WI4 4 CASE 12Ki46 (2)CWI45 ANDERSEN 6.1 20" 4115/f6" CENTER WINDOWS WI5 CAGE 0336 ANDERSEN 4b 18 6/I6" 36 16116" N/A WI6 2 CASE 026 ANDERSON 1 1 1 18 3/8" 66" XERCIBE/HEDROO " X II 7/6" LVL RIDGE R 35 INSULATION 2" X 6" CEILING JOIST 16" O.C. ASPHALT SHINGLES BUILDING PAPER 1� I/2" PLYWOOD. SHEATHING � 8 2" X 12" ROOF RAFTERS a 16" O.C. (2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT _ WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE X 6" STUD a 16" O.C. " GYP BOARD TYP IS INSULATION 2" X 6" PLATE R 38 INSULATION 2" X 12'' CEILING JOIST 16" 2.0 X S 1/9" LVL HIDR WITH SI'MPSON- 12" STRONG TIE CONNECTOR ASPHALT SHINGLES BUILDING PAPER I/2" PLYWOOD. SHEATHING � "VVI'. (� II i�S2S ff�� �i� 2" X 11" ROOF RAFTERS a 16" O,C. (2) 2" X 6" TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD, SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEG ASPHALT SHINGLES BUILDING PAPER a 1/2" PLYWOOD. SHEATHING °" X 12" ROOF RAFTERS a 16" O.C',. 2" X (0" STUD a 16" O.C, 1/2" GYP BOARD TYP RI INSULATION 2'' X 6" PLATE 3/4" PLYWD, SUB Fl -R. - TJI-PRO 552 — ID I JnI91`8 a Al.,Inet X 6" STUD a 16" O.G, /8" TYPE "X" GTP BOARD THROUGHOUT i -IS INSULATION (0" CONIC, SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED a"/FT 6" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING all X 1'-4" POURED CONCRETE FTG W/ (2) >R6 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 2" X 6" STUD a 16" O,C, 1/2" GYP BOARD TYP R -IS INSULATION 2" X 6" PLATE 3/4" PLYWD, SU'B PLR. "VI -PRO 662 - 7 I )CISTS a 16" on Ll 2" GONG. SCRATCH COAT ON 6 MIL. POLY, l2) 2" X 6" TOP PLATE 1" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS PROVIDE FLASHING FINISHED FLOOR BY OWNER 3/4" PLYWOOD SUBF'LOOR ON II 1/6" DEEP WOOD I JOISTS W/ R-30 BATT INSULATION ON 6 MIL. POLY, ON 4" GRAVEL J�CiTIDNI ��� SCALE 1/4" -1'-C" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. X S 7/6" LVL MDR I�WITH \ NG TIE C ��J�IIII STRONG- TIE CONNECTOR 6 ASPHALT SHINGLES BUILDING PAPER_ 1 11911 1 � / 2" X 12" ROOF RAFTERS a 16" O.C. (2) 2" X 6" TOP PLATE \I" X 6" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" TEMPERED GLASS y HANDRA 1 L ING B 2" X 6" STUD a 16" O.C. I/2" PLYWOOD. SHEATHING 1/2" GYP BOARD TYp 3/4" FOAM INSULATION R -IS INSULATION VINYL SIDING — TYVEG 2" X 6" PLATE SCALE 1/4" =1'-oll ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEA'iHING 92001- RAFTERS a 16" O.C, 0 (2)2"X,90 TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/'1" X 6" LG ANCHOR BOLT a 3'-2" MAX O.C. TYP FOR PERIMETER OF HOUSE) all POURED CONC. FOUND. 0 WALL W/ WATERPROOFING 811 X 1,,,411 POURED CONCRETE Pilo W/ (2) II5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES 4' GRAVEL - CEILING FIRST FLOOR - SECOND FLOOR - CEILING FIRST FLOOR - FIRST FLOOR TOP OF RIDGE GRADE 1/2" X S" LG ANCHOR BOLT 0 a 3'-0" MAX O.C. TYP FOR PERIMETER OF HOUSE) B" POURED CONC, FOUND. WALL W/ WATERPROOFING E 1 1/2" RIGID INSUL. EXTERI( HOUSE HOUSE T TO APPROVED SEPTIC SYSTEM CEILING SECOND FLOOR -I!� SECOND FLOOR - CEILING FIRST FLOOR FIRST FLOOR -IIIIII- TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM NTS THESE PLANS ARE AN F DATE' INSTRUMENT OF SERVICE E1-14-04 AND ARE THE PROPERTY SC,g OF THE ENGINEER Co ', P PROJECT NO UNAUTHORIZED ALTERATION OR ADDITION To THESE PLANS IS A a mc-southold VIOLATION OF SECTION 7209 OF THE NEW YORK" DRAWING NO STATE EDUCATION LAW L F � 3O "� j� 2 CHANGES BASED ON FIELD CONDITIONIS 7/12/04 LP 1 CHANGED FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS NTS THESE PLANS ARE AN F DATE' INSTRUMENT OF SERVICE E1-14-04 AND ARE THE PROPERTY SC,g OF THE ENGINEER Co ', P PROJECT NO UNAUTHORIZED ALTERATION OR ADDITION To THESE PLANS IS A a mc-southold VIOLATION OF SECTION 7209 OF THE NEW YORK" DRAWING NO STATE EDUCATION LAW L F � 3O "� j� 12 _ LEP7 ELS\/47ION scale: I/4":I'-0" L______________ ______________ J RIGS 417 ELE�ATICN BQa Q: /TII� i-mll CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: CHUISANO RESIDENICE SOUND VIEW ROAD SOUTHOLD, N.Y. !PINISNED CEILIN3 2ND FLOOR FINISHED 2ND FLOO FINISHED CEILING IST FLOOR FINISHED IST FLOOR C-R 41 FINISHED CEILINGl� 2ND FLOOR FROI W SLE\/47104710 V 12 12 CONTINUOUS RIDGE VENT 12 6 12 12 FINISHED 2ND FLOOR FINISHED CEILING IST FLOOR FINISHED IST FLOOR} GRADE DRAWING TITLE: ELEVATIONS r• _ ___________ L_ _____________________________________ __ _____ 1 _ J REr4R ELrml\/47101, l scale: 1/4"=P -O" uo 9 THESE PLANS ARE AN INSTRUMENT OF AN OFDTHE ENGINEER. PERTY UNAUTHORIZED F �Q� p Oq CO 2 CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS uo 9 THESE PLANS ARE AN INSTRUMENT OF AN OFDTHE ENGINEER. PERTY UNAUTHORIZED F �Q� p Oq CO 0 :� '9F -14-04 ROJECT NO ALTERATION OR ADDITION * TO THESE PLANS IS A mc—Southold VIOLATION OF SECTION 7209 OF THE NEW YORK " W DRAWING NO STATE EDUCATION LAW. sF, 19,0 �� rc— 10n '`c 5 OF 7 B WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAI LING AND PARTICLEBOARD WALL SHEATHING TO FRAMING NUMBER AND TYPE OF SPACING OF FASTENERS LP DESCRIPTION OF GGA, SPACING OF FASTENERS EDGES (MGHES) SUPPOMS ° (INCHES) BUILDING MATERIALS DESCRIPTION OF FASTENERIMERMEOWTE --- fid COMMON NAL (SUBFUi, WALL) 6 12g 5/1fi - t/2 EdCOMMON NAIL (RGGI f 6 BLAND AND FACE NAIL 19/32 - 1 Bd COMMON NAIL (ROOF) 6 12g 1 1/a 10d COMMON NAIL OR Ed 6 12 1 1/0 DEFORMED NAIL --- STUD TO SOLE PLATE, TOE NAIL 1/2 REGULAR CELLULOSIC 1 1/2" GALV. ROOFING NAIL 6d 3 6 F1817RBOARD SHEATHING COMMON NAIL STAPLE ifi o. 1 1/2" 10d 24" O.C. 1/2 STRUCTURAL CELLULOSIC 1 1/2" GALV ROOFING NAIL Bit 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 18 go, 1 1/2" DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF S-ISd 25/32 STRUCTURAL CELLULOSIC 1 3/4" GALV. ROOFING NAIL Btl 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 ga, 1 3/4" --- TO TOP PLATE, TOE NAIL 1 1/2" GALV ROOFING NAIL Ed RIMI JOIST TO TOP PLATE, TOE NAIL 8d 6" O.C. COMMON NAIL; STAPLE GALV, 4 8 1/2 GYPSUM SHEATHING 1 1/2" LONG, 1 1/4' SCREWS BUIILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d TYPE W or S CONTINUOUS HEADER, TWO PIECES 16d ifi" O.C. ALONG EACH EDGE 1 3/4" GALV. ROOFING NAIL, 6d 3-8d --- CONTINUOUS HEADER TO STUD, TOE NAIL COMMON NAIL; STAPLE GALV„ 4 e 5/B GYPSUM SHEATHING 1 5/8" LONG, 1 5/0" SCREWS CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-1 Od --- TPE W or S 2-1 6d --- WOOD STRUCTURAL PANELS COMBINATION SUSFLOOR U14DERLAYMENT TO FRAMING 2-8d 3/4 AND LESS BtlOEFORMEO NAIL OR 6 12 1"X:6" SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON NAIL --- 2 STAPLES, 1 3/4" ad DEFORMED NAIL OR 6 12 --- Bd COMMON NAIL 3 STAPLES, 1 3/4" --- 1 1/8 — 1 1/4 IDd COMMON NAIL OR 6 12 4 STAPLES, 1 3/4" ed GEFORMED NAIL BUILT-UP CORNER STUDS 10d a. All palls aresmooth—common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing c nnectlons shall have minimum average bending yTeld lrengths as follows 00 wo (551 MPG) for shank dlameter of 0.192" (20d common not). 90 lust (620 Mpa) for shank diameters larger than 0.142" but net larger than 0177', and 100 1 (689 Mpa) for shank dlomatere of 0 142" or less. b. Staples are 16 gage wire and have a mlmmum 7/16 -Inch on diameter crown width. c Nails shall be spaced at not more than 6 Inches on center at all supports where apons are 48 Inches or greater d Four -foot -by -8 -foot or 4 -foot -by -9 -foot panels shall be applied vertically e. Good, of fasdenere not Included In this table shall be based on Table RR602.3(i). I. For regions having basic wind speed of 110 mph or greater. Ed deformed nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum S-Irch distance from gable and walls, If mean roof height Is more than 25 feet, up to 35 feet maximum GENERAL NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD GONP1710N5 AT THE 517E PRIOR TO 57AR71NO ANY WORK AND FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS. THE CONTRACTOR OR ANY OUBGONTRAGTORSGUNLE55 EACH RS MADE ECEIVES iNRIERtNENERAL AUTHORIZATION FROM THE ENGINEER'S OFFICE. DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS. CONTRACTOR OR OWNER SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED APPROVALS, PERMITS, INSPECTIONS, CERTIFICATE OF OGOUPANG", CERTIFICATE OF COMPLETION TESTS, ETC. FOR WORK PERFORMED. ALL WORK SHALL CONFORM TO THE NEW YORK 57A7E RESIDENTIAL CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE AND ALL REOUIREMENTS OF THE GIT", TOWN OR VILLAGE HAVING J'JRI5DIG7ION. OR CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL BONDS, INSURANCE, AND WORKMEN'S COMPENSATION AS REQUIRED BY LAW. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES SUCH OONTRAGTOR SHALLLSBE RESPONSIBLLEFOP THE! ETC IOP TO FAGILI7IESO AT NO DEMOLL17ION OFF 517F UNLESS OTHERWISELAGREED UPON WTHTHE OWNER SULTING FROM ALL EXCAVATIONS SHALL CONFORM TO THE GRADE5 INDICATED ON THE DRAWIN05. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM BUILDING TO ACHIEVE P05171VE DRAINAGE AND MATCH EXISTING SURROUNDING GRADE. ALL BACKFILL MATERIAL SHALL BE GLEAN FILL, FREE OF DELETERIOUS MATERIALS. ALL CONCRETE WORK SHALL CONFORM TO THE REOUIREMENT5 AND RECOMMENDATIONS OF AGI -301-84, "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS" REINFORCING STEEL SHALL CONFORM TO A57M A-615 GRADE 60. ALL FOOTINGS AND FOUNDATIONS SHALL REST ON UNDISTURBED 501L HAVING A MINIMUM SOIL BEARING CAPACITY OF 2000 P5F. CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF ACCEPTABLE BEARING STRATA AT THE SITE. ALL CONCRETE WORK SHALL BE POURED IN PLACE AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI EXCEPT WHERE OTHERWISE NOTED. ALL CONCRETE 5LA55 SHALL BE 6" THICK IN/ 6"X6" 1.4X1.4 W.W.F. ON 6 MIL. THICK POLY. VAPOR BARRIER ON WELL COMPACTED FILL, UNLESS OTHERWISE NOTED. ALL 57RUGTURAL STEEL SHALL CONFORM TO THE REOUIREMENT5 OF AISC, "SPECIFICATIONS FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS" AND SHALL BE DESIGNATED ASTM A56. ALL LUMBER SHALL BE GRADE MARKED. LUMBER SPECIES SHALL BE DOUGLAS FIR NO. 2 OR BETTER. (FL, se I000p51, E=1,600,000p51). MAXIMUM MOISTURE CONTENT SHALL BE19°'0. ALL OPFNIN55 SHALL HAVE DOUBLE STUDS AND ALL HEADERS SHALL BE A MINIMUM (2) 2"X6" UNLESS OTHERWISE NOTED. ALL JOISTS AND RAFTER5 SHALL BE BRIDGED AT A MINIMUM e,' -O" G.G. WHEN GROSS -BRIDGING USE WOOD OF I"X3" STOCK OR 18 GAUGE METAL. DOUBLE ALL BEAMS UNDER PARALLEL WALL5. TAPED 5PAGKLED1(3 COATS) BE H11 AND THICK FASTENED TO A 5MO07H FINISHIYWALL SCREWS, FLASHING SHALL BE PROVIDED AT ALL ROOF PENETRATIONS, INCLUDING STEP FLA5HINS2 AT ALL GH I MNEY5. CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS .AS REQUIRED BY NEW YORK 57A7E UNIFORM FIRE PREVENTION AND BUILDING GODS. COPELNEWRYORK STT4TKE BOARD OFFFIRE UNDERWRITERS AND UALI LOCAL AGENGIE5I HAVINGLEGTRIG JURISDICTION. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AN ELECTRICAL CERTIFICATE AT THE COMPLETION OF WORK. ALL PLUMBING WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS. CD LUIGI PASCARELLA, P.E.,I PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: MIN DISTANCE BEYOND OUTER LIMIT OF WINDOW FRAME 0 O O O O O 7/2" THIN CDX. PLYWOOD SEE TABLE 16091.4 FOR FASTENING SCHEDULE O MW TEMPORARY PLYWOOD SHUTTER SCALE: 1/2" = 1'-0" O O NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4° BEYOND THE OUTER LIMITS OF THE WINDOW EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE. ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN ACCORDANCE WITH TABLE 16091 4 "WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL WOOD PANELS". O OUTER LIMIT OF 0 WINDOW FRAME O FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (TABLE R602.3(1) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS LP FASTENERS CHANGED SLAB ON GRADE TO CRAVIVLSPACE JOUST TO SILL OR GIRDER, TOE NAIL 3-8d --- 1")B" SUSFLOOR OR LESS TO EACH 2-8d --- JOUST, FACE NAIL 2 STAPLES, 1 3/4" 2" SUBFLOOR TO JOIST OR GIRDER, 2-16d --- BLAND AND FACE NAIL SOILE PLATE TO JOIST OR BLOCKING, 16d 16" O.C. FACE NAIL TOP OR SOLE PLATE TO STUD, END NAIL 2-16d --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d --- DOUBLE STUDS, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. SOLE PLATE TO JOIST OR BLOCKING 3-16d 16" OC. AT BRACED WALL PANELS DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF S-ISd --- END) JOINTS, FACE NAIL IN LAPPED AREA BLOCI<ING BETWEEN JOISTS OR RAFTERS 3-8d --- TO TOP PLATE, TOE NAIL RIMI JOIST TO TOP PLATE, TOE NAIL 8d 6" O.C. TOP PLATES, LAPS AT CORNERS AND 2-10d --- INTERSECTIONS, FACE NAIL BUIILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 16" GO ALONG FACH EDGE CONTINUOUS HEADER, TWO PIECES 16d ifi" O.C. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-8d --- CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d --- SEALING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-1 Ed --- CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-1 Od --- RAFTER TO PLATE, TOE NAIL 2-1 6d --- 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d --- 2 STAPLES, 1 3/4" --- 1"X:6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d --- 2 STAPLES, 1 3/4" --- 1"X;8" SHEATHING TO EACH BEARING, FACE NAIL 2-Bd --- 3 STAPLES, 1 3/4" --- WIDER THAN 1"X8" SHEATHING TO EACH BEARING, 3-8d --- FACIE NAIL 4 STAPLES, 1 3/4" --- BUILT-UP CORNER STUDS 10d 24" O.C. NAIL EACH LAYER AT BUIILT-UP GIRDERS AND BEAMS, 32" 0 C. AT TOP AND 2 INCH LUMBER LAYERS IDd BOTTOM (STAGGERED) TWO NAILS AT ENDS AND AT EACH SPLICE. 2" PLANKS 2-16d AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIPRAFTERS: TOE NAIL 4-16d --- FACE NAIL 3-16d --- RAFTER TIES TO RAFTERS, FACE 3-Sd --- CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: CODE COMPLIANCE WIND BRACING DETAILS TEMPORARY WIND SHUTTER ' I TOP FLANGE FADE -MOUNT `/J _JO ST HANGERS �y JOIST GONNEGTORS (I hl WIDE JARIETY OF SIZES) SIM1 HURRIC 2"X4" WOOD CORNER TYP LAG BOLT OR IN THROUGH BOLT OPTIONAL 0 WASHER 2"X4" SILL PLATE SIIHP50N HD5A METAL HOLD-DOWN OR UPLIFT ANOHOR THREADED ROD THROUGH FLOOR STRUCTURE OR ANCHOR BOLT INTO FOUNDATION METAL HOLD-DOWN/ UPLIFT ANCHOR TRANSFERS TENSION LOAD BETWEEN FLOORS, TIES STUDS/ POSTS TO FOLINDATION 2`X4" WOOD STUDS ® 16" O G 2"X4" SILL PLATE 3/4" 1`46 PLINOOD SUBFLOOR RIM J015T WALL 5TRA15-51MPSON GS2o oOIL STRAP EVERY OTHER STUD e NAILED W/ IOD BOX NAILS IN ACCORDANCE W/ TABLE 5 GA INFGM AGO BASE PLATES �GONGRETE OR GMU FOUNDATION HALL SILL PLATE ANCHORS ANCHORS SILL PLATE AND STUD TO CONCRETE OR CMU FOUNDATION WALL. �g HURRICANE CLIPS FOR RAFTER SPANS UNDER 2 -TIES TOP PLATES TO ROOF RAFTERS F POR TENSION CORD GONNEGTION. 9TGHED ROOF AFTERS-TRUS5E5 [EFER TO PLANS) 2'X4" TOP PLATES OP MPSON H -T Sili ND HURRIGAN,E THE OR R G520 SOIL STRAP SEISMIC/HURRICANE TIE J FOR ROOF RAFTER OVER 24'-0" -PROVIDES TENSION FOR WOOD -TO -WOOD GONNEGTIONS FOR WOOD TRUSSES AND JOISTS USE EVERY OTHER NAIL Hi IN A ROW TO PROVIDE THE CODE -REQUIRED MINIMUM CENTER -TO -CENTER SPACING FOR NAILS 0520 COILED STRAPS OR LSTAEO BY SIMPSON TYP I all DO PROVIDE MINIMUM 8 EPO DISTAMGE. EQUAL NUMBER OF SPECIFIED NAILS IN EACH END. FLOOR TIE ANCHOR u PROVIDES FLOOR -TO -FLOOR. TENSION CONNECTION REEFER TO SIMPSON FOR NAILINEP REQUIRMENT5 STRAPPING SCHEDULE THESE PLANS ARE AN Y IVC INSTRUMENT OF SERVICE 1-14-04 AND ARE THE PROPERTY 'i SPP Aq 9 OF THE ENGINEER. �i0 ROJECT NO UNAUTHORIZED ALTERATION OR ADDITION,p TO THESE PLANS ISA 1' all EEG Southold VIOLATION OF SECTION n W 7209 OF 111E NEW YORK ➢ 930 DRAWING NO STATE EDUCATION LAW. Fp pAOFF.wto P 6 OF 7 2 CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED SLAB ON GRADE TO CRAVIVLSPACE 5/12/04 LP REV. DESCRIPTION DAIS INITIALS THESE PLANS ARE AN Y IVC INSTRUMENT OF SERVICE 1-14-04 AND ARE THE PROPERTY 'i SPP Aq 9 OF THE ENGINEER. �i0 ROJECT NO UNAUTHORIZED ALTERATION OR ADDITION,p TO THESE PLANS ISA 1' all EEG Southold VIOLATION OF SECTION n W 7209 OF 111E NEW YORK ➢ 930 DRAWING NO STATE EDUCATION LAW. Fp pAOFF.wto P 6 OF 7 Fi ATTACHMENT AT END BEARING One 101 box or SiRher nail each sale of bearing, T eol far all wood hearings, C] m. —� �1 3/P minimum hmrhg length at on her and roof deeds To ovoid splitting IImi start nails at lost 11/2' from and Orin nulls at m angle to prevent hahlling of beau sales F6DECK ATTACHMENT 16FE After p pard Nall tanpomiy hong hour 4Fil TO (Ia era ally) and dermal holes flaw Was, milk ham %% ash quality orders, ImmedmtMy reply ledmr and eloll lay rude me Ihragh adds) Wwc block 2 BLOCKING PANEL, EXTERIOR VaNucal land Transfer = 2000 pal max F3 WOOD I BEAMam RIM JOIST total load Amsler = 2000 of mm J am plat to top of alai With IN sell Miamum 1 3/C Put bEomg & bottom flange: Bd (6`115, 25 lasts) Waud I Beam am ram past Fr mi use backer black per F13 Bd fads at 6'o,a (err par design pmfauncry's fork, but camplpng with ru lallotion Note D, a 27 G -P Product Guide) F7 BLOCKING PANELS USED FOR BRACING FS BEVEL CUT JOIST �PLIFbi 'o(g9„.oeeror oxfork rep o�show 1000 pIf �endeo1 a transfer (Mo lavers = 2000 vlp mlaw9d am elm .19t depth, aP to 11 7/8' amazv9 I a9 e uvea with an zxa min. equal { 1 bloc o tall Fi 9M1 Wn la tl9 for Process Extend RmsMg below ledger and over coup G -P fihHSlrmg°?—&1 U� ram board 2X_ PT Ied3Er attached with \ I/7 Bala X 4' through bilis \! with waslnms and nuts (or I/T x 4' Ing screws 350 per bat 9 ) W fol lap and i/2' shwthaog bottom D raw CMD: Lag srrew hold a, Issmld h Intl hoe by Isuni,gabaan center win n meds, not by mmol win a homme, are" -maul run toa-nail to plate, Iplcal armake 9y reduce doled spiel durcw and Awad be past Fit FLOOR OPENING, TOP MOUNT HANGERS Rocker block Biafora installing a bucker to a double past, inn on addillnd 3-I0d tale Into the web where the hacker all fit Install backer tight to tap Rage. Use 10-10d Rade, clinched when Pmsihle. Backe bid& .Mist Mo1Md aqua 0I 15 9I 2`,11 7/P I/T a 5/11' pl5wmd/am 6' 0123 9 1/2 11 7/B", if, I6` 1 3/1' plywadi 6 3/4' p11wW/097 11/V' 17135 is,, 1G' 1 1/2'+I/2'pllwom3/MB 1 71/1' drift Midland Depth WF 30 01/T, 11718' 1/2" i 1/7 PlYwwd/11SB f' Red 33 N', I6' I/2" * I/1' plywood/OSB 71/1' MIF 47 117/0',14',16' 11 2x0 71/{' 'Block must be long enough to permit "squired nailing without gl11Mg 010apanels a minlmum of vat each funding c and at U..' 1' a 25' or wall" len9 tn. �I fuse ed nmeleryot s" oc Check loads chain, code for appropriate detail ,n are., of Min loteml food F16 JOIST TO BEAM CONNECTION, STEP DOWN Fi7 JOIST TO BEAM CONNECTION, STEP DOWN F4 SQUASH BLOCKS & SINGLE RIM JOIST Veraml boll transfer = 20M pit mor cling Iwd beuriog not hosed on annual sKes of DIED psi. Check feral building code for apprgmte detail In meas of high lateral land Do not bed cut pot beyond Inde lace of supporl Note, Wood I Beolri entdNioS or X-brlging required at Leming for lateral support Check local puddling code for opmulprner detail In areas of high lateral ]add F13 FLOOR OPENING, FACE MOUNT HANGERS Assol l doable pill per all fO fall-darth Tux) — banker bled : Before installing a backer to o double fled, draw m fail 3-I01 nulls rifer the ws-0 wllme the bode will 61, rforcetl no possible Is, ' tackier tight to Iq Rmge, Oso 10-I0d nods, dmdled when passible. fader blocks' Last fa lmmol Depth IPI IS 91/2, II 7/8' 1/2" m 5/8" pl�ywwdl 61/4, 8 5/0' 4125-9-17o'11 , 7 14'16, 3/4• plwplpl/0SB 61/4', B 5/8' 1034'1234' IYI 35 14',16' 1/2'+1/7 diawtl/OSB 63/4',123/4' GPI 2591/2' 286 2x6 Joist Maler'li Depth IF 30 and 33 974' 6'7/8 1/2'+lcl'plpwwd/OSB 181)44"81174" INF 43 11168•, 1C 1112' nell 815/94;10 3/4• 'Block must he Rod enough to plural regmreotl °ailing without spudding F18 BEARING STIFFENERS 7+� Bader blocks' bath Slue, of ved ' be Ra e1d at hors; may B be required at hangers (See debal FIB) Gap (1/4' J+ Each sold when possible 73/32° 48/21 Stood stiffeners may be required at holgars APA Rated (See deloil FIB) SheaNlog or i approved - USP (Kant—Sag•) M,mclaM,n,mum 12—l0d nails art. LVL (plywood, PER, 1r4) each slow at or doame polls Mlolmum Slmpean 5[mng—ilia" Rol4-10d nm. For stringere longer than la' o stranger action ead,ng 700#, 11 7/B' CHANGED BASED ON FIELD CONDITIONS - Hangers with side noting, GPI 2591/2' 286 2x6 117/B' - Hal with sidtt no allaiohg 2x8 14' 2X8 2x6 Imp flange of past 7x10 2X12 Bd oaRs. 2X9 + 1/2' ptywaad/OSB 2X10 + 1/7 plyworl 16' - Biiderni Mae S1IFLENER SITE' NAILS Seedeloil F7 2 E for Leaned Hanger GPI 15 1/2' 4-8d requirements, GPI 25: 5/0' 4-8il GPI 7i 1/2'+1/2' 4 -Oil Tot DI OF 30, 33; I/7 + 1/2' 7-10d APq®Roled Small OF 41 11/2" 3-12d or SIDRD-I-FLOOR® ' Nlnimum width 2 5/16' G -P Lam LYL or Glulam Beam LUIGI PASCARELLA, P.E., PLLC CD CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 PROJECT TITLE: CHUISANO RESIDENICE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: 5 FIBERSTRONG w RIM BOARD CLOSURE Veltmml load bander = 5700 pit ( 050 pit far stouter past wool blacking pm¢Is+) ' BIaMn9 lama orA lorry dm bnmd at 21'ac. la brow storm pial II / '1/2'sheaNmg Bit add tap and bottom Rouge frP R6HStrwg® 8d are at 6' m center rim hard at Us nails toe -nail to plate, typical at mmme F9 BLOCKING PANEL, INTERIOR Vertical Inch transfer = 2000 at mow along hearing wall mymmbwar -Mw: ahf°AM am°'Pwo�unea�ri°.a q eW9 enlY ow 9tl w bel low No wall wall must sled am /-- � banking an wall of hewn tape' We. pals mind am wilt pramle 13/4 minimum boring Ir In It oIOs at G'a r, fa per mslg° pmlealmmle a spa, Val canplNn9 rift heldlmaan Note a, m p 27 0l Product GI neer-staling wolfs require R iRpwl crosillHntlo°. F14 STRINGER TO JOIST CONNECTION Double hand I Ruslar construction per detF filler) Backer blocking size and installation Hongem -1 Requmement USP (Kant—Sag•) M,mclaM,n,mum 12—l0d nails art. LVL OR or doame polls Mlolmum Slmpean 5[mng—ilia" Rol4-10d x 1 I/2° nulla Into aM For stringere longer than la' o stranger action ead,ng 700#, F19 SQUASH BLOCKS AT CONCENTRATED LOADS Solid black all pasts from uphe la bearing legal wiff equal number of squash blocks WOOD I BEAMI DETAILS F10 SQUASH BLOCKS AT INTERIOR BEARING Verlled load transfer = 20000 pit max along load bearing wall Load e anrsftl Won or beamsbelowover squash I/ arra e�M1 ma. t a:a7ma Squash black) Sd naI15 (2w4 minlmum) a Bean°9 wall FP Lam LN. or Goll Bwm 'Non-slaclang walls require additional conslderallon. Check local bulldmg code for appropriate details in areas of high lateral land. Skiing SA FIBERSTRONG RIM BOARD CLOSURE VMhel load transfer = 57W pit ( 859 pit Or harder fiat withaul blocking panels') ' or handFes blocking pond or t elhat /Di \\ rim bard of 2C ae to Iwore elrlm past Wood I Beam"' nm bell 7 Skiing 1/2'shealhing 'I( Bit nail lip and bottom plunge C -P FStSirmg® M nude at 6" on center am hard 3 -Bol mils two l to plots, Iplml of somas Joist Thi Her Blocking Full-dep0 Faller Drou ling 2 50J 760 5D5 Use to detail F12 Use1 In details F13 FI4 k C4 CPI 15 9 I/2' 1/2' + 5/8' plywood/OSB I6" high) 1/2' + 5/8" plywrol IT high) 11 7/B' CHANGED BASED ON FIELD CONDITIONS 1/2" + 5/8" areal (0' high) GPI 2591/2' 286 2x6 117/B' 25 2x8 14' 2X8 2x6 16' 7x10 2X12 GPI 3514" 2X9 + 1/2' ptywaad/OSB 2X10 + 1/7 plyworl 16' CHANGED FROM SLAB ON GRADE TO CRAWLSPACE 2X12 + 1/2" plyxwd/Obs IF 39 91/7 26 + 5/8' plywood,l 2A 15/8' plhad(UN S9 117/8' 2s6 + 5/8' plpecal 2X8 + 5/8' plywood/OSB IF 33 9 1/2' 2X6 + 5/8' plywwd/OSB 2x6 + 5/0" plywood/0511 117/6' 2x6 + 5/0' Glycad/OSB 2x8 + 5/0' plywaod/OSD 14' O _XO + S I nod OSB /Pw I 2x10 +O" law S I o / otl0SO 16' 2x0 + 5/0' plywmd/OSB 2X12 + 5/0' plywood/OSB NIF 4711 1/8' (2) 2X11 (2) 2X0 14' (2) 211 (2) am 16, (2) 2X8 (2) 2X12 F15 JOIST TO BERM CONNECTION r� G -P to Lear Glulam Boom op mwnt Gangers + F11 DOUBLE JOIST CONSTRUCTION (Not required it both loaded equal tram mass) filer banking 1/0' gap - 1) Support hack of well during all to prevent dmnoge to web-Oange correction, 2 Leave 1/8' a Loops t of IIIIH blocking and button of to page / 9P q 9 P 9 J) Bock sold between fasts for full length of open, 4) NOR Kiel together and oma Kam inch she with 2 rows of IOd his at 17 as, clinched when possible Stagger rows from opposite sides by 6" Bearing plate. Flush plate with inside face of beam. Tap mount hangers Apprapel si lace \\\ mount hon ors may beau FISffor eaa dela0 FFB for hearing sU((¢ner requirem¢nls Steel B¢um B Bi FASTENING RECOMMENDATIONS FOR SIDE—LOADED, MULTIPLE PIECE MEMBERS Madvum anllrm Land Al to Either or Both Outside Pieces (Ifs sm it ) 1 Fop bills oarows be he hamsup 2 Odl bales are r, rina l be o minlmum of I/3Y to o mmYnbi of 1/16' TRUED elft led commaml SOLID oda I/2' ballI Piens in Mnnbr 2 mea al lY a133 vas o1 if acs Erma r fC ere' drsaE liner al IF eG lmml al G'ac 2 50J 760 5D5 IBIS AN 3 7&1° 510e 360 no 15H 1 Nol Rttmmmded 335 615e 1350 GrgH Aa Ne hall dlon tm aid shwld be lorded 2' ham Use IT and botw of be mast Fins bolt mal eelmd farm Us NII Aidmese of be m.so, ase wmAes a.& M1md and oat, 1 Valdes for mehid smwslkns not, be doubled to 6' ad or tripled to 4' no al Ramal, 4 Stagle ask on 0 alimre by IT or For a these lte lumber , Ne added flaking Is Gan mtll dile R. Fwr-piece stlled memsn dedtl may be umd dim leads are 2' TYP2 PLY 3 PLY 9 PLY OW to both spot of the minae. ®OLlEO 2 ROWS 0 24' of STAGGER - ase with MARK N ( m 2' TYP ® 0 Ill ROWS 012' ac. -Use wild NARK g ( ) ISSUED 2 ROWS 012' oc - Use wild NARK b ( ) 0 0 0 0 0 O 0 0 0 0 NNLED 3 ROWS 012' as, - Use with NARK @ ( ) BOATED 2 ROM 0 6' so - Use nth MARK (( ) 0 0 0 0 0 O 0 0 . O 0 0 O 0 0 O 0 C I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY 2 CHANGED BASED ON FIELD CONDITIONS 7/12/04 LP UNAUTHOR12EDER. ALTERATION OF, ADDITION TO THESE PLANS IS A 1 CHANGED FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW REV. DESCROPTI'ON DATE INITIALS M C7 DATE 1-114-04 1mc_southold NO NO 70F7 m ro am LUIGI PASCARELLA, MIENS PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 • 16'••3" M.O. 2'-6" ----------------------------------------------------- r----------------------- ---T — -- — —— — L—------------------------ CZ ----------------------- I" C f O 2" COIVC. � 0 SCRATCH COAT o 0 ro 3 — 216" X 216" X 24'i 3 r POURED CONIC FTU. w/ 04 BARS 0 6" Cl 21(0" X 216" X:24 Em POURED CONIC FTG. W/ 16" x 16" PIER (TYp. FOR 3) r--- 1 O wlzx3m— I (TYp. EACH SIDE) 3B'-3" 8"X16" CRAWL SPACE VEP1T (TYP. FOR 4) 3 F ------------ --------- I I I I I I I I I I .I I I I I I' I 0o I s� • C 6" CONC. SLAB W 6" x 6" 6/6 WwM OVER 6 MIL VAPOR BARRIER �> I I - I II I I I I ' L------------------------ ND'4" N N 0 u O 3 - � I r6" 7H<POURED CONC. 3 — FOIJNDATICN WALL w/ 6, X 16" POURED CONIC. FTG. - _----°----------- r ------------- --- ------------- -�------------ - _--- —— --------------- ——J Ell PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 22'-0" r-c1.e '5tfcr Alar scale: I/4"a 1' -OJ" DRAWING TITLE: 3 FOUNDATION PLAN I I 2 1 REV. CHANGES BASED ON FIELD CONDITIONS CHANGES BASED ON FIELD CONDITIONS CHANGED SLAB ON GRADE TO CRAWLSPACE DESCRIPTION 3' WIDE X 3' HIGH CRAWLSPACE ACCESS 10/12/04 I I I � PLANS ARE AN MS RUMENT OF SERVICE AND ARE THE PROPERTY 7/12/04 OF THE ENGINEER, J) UNAUTHORIZED I O ALTERATION OR ADDITION 5/12/04 LP I p O a O—� 3 ca I INITIALS STATE EDUCATION LAW, I 3B'-3" 8"X16" CRAWL SPACE VEP1T (TYP. FOR 4) 3 F ------------ --------- I I I I I I I I I I .I I I I I I' I 0o I s� • C 6" CONC. SLAB W 6" x 6" 6/6 WwM OVER 6 MIL VAPOR BARRIER �> I I - I II I I I I ' L------------------------ ND'4" N N 0 u O 3 - � I r6" 7H<POURED CONC. 3 — FOIJNDATICN WALL w/ 6, X 16" POURED CONIC. FTG. - _----°----------- r ------------- --- ------------- -�------------ - _--- —— --------------- ——J Ell PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 22'-0" r-c1.e '5tfcr Alar scale: I/4"a 1' -OJ" DRAWING TITLE: 3 FOUNDATION PLAN I I 2 1 REV. CHANGES BASED ON FIELD CONDITIONS CHANGES BASED ON FIELD CONDITIONS CHANGED SLAB ON GRADE TO CRAWLSPACE DESCRIPTION 3' WIDE X 3' HIGH CRAWLSPACE ACCESS 10/12/04 -ESE LP PLANS ARE AN MS RUMENT OF SERVICE AND ARE THE PROPERTY 7/12/04 OF THE ENGINEER, LP UNAUTHORIZED ALTERATION OR ADDITION 5/12/04 LP TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK DATE INITIALS STATE EDUCATION LAW, DA 1-14-04 PROJECT NO MMc_Southold DRAWING NO 1 OF 7 C!) T' X'I0" 3 1/2" X 3 1/2" Sl TUBE_ OL. W/ 3/8" WALL _ . THICKNESS CD LL1111311 I ASCARELLAx MIME PLLC � CONSULTING ENGINEER 36 FOX LANE ���LLL DIX HILLS, N.Y. 11746 JI (631) 421-3734 6'-m° 6'•u" 13'•2" 6m'•tD" X 14" Lv— HDR -0@ AM -------- 60D@ s 6 O ' o � 1'•fD" II � `� � � 9 � D 'F 0 cft 9 O D O q IGItGHIE1\I /o � LOAD BEARING II � �{.�' 3 PARTITION -7 r l i i i a UPi I l l i — —S&II HIGH LOLLY COLUMN HANDRAIL `--'-- ' 16 RISERS 11 TREADS (open to above.) HARD WIRED C SMOKE DETECTOR (7YP.) DINET'f LIVING RCS®I"I mE x ^� (3) 2"X6" r. F -Il AI ' 5 IQ" X II 7/8" "ANI POWER BEAM 31d'•9" 5 1/2" X 16" "ANTHONY" POWER BEAM 12'•{" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW RCIAD SOUTHOLD, N.Y. 2•{ MOVEL SL -T50 'C{ 5 1/2" X II 70 "ANTHONY" POWER BEAP1 "Zi W-'3 First Flc for Plar scale: DRAWING TITLE: FIRST FLOOR PLAN A , < 4 i WOOD POST "'WII� (TYP. BOTH SIDES) 6 I/2" X 16" ANTHONY POWER BEAM G � O Le . "D e si YLl j a � CI F � � 0 — — r 19 19 � — p 2 RISERS s T a m rW I TREAD a 12'. O IL LL v F f O D 3 �� (2) 2" X all HDR LOAD BEARING 6 -I O PARTITION � LAL{M1IDF2Y U E E�EDRrJOI"I o O (am )au in F� V in ,p ~r A O m A lX6 WOOD POSY I'll BOTH SIDE'S) 1/2" X 3 1/2" SQ. TUBE COI W/ 3/8" WALL — THICKNESS UTILITY SINK 0 ro DOUBLE WA L FLUE PIPE ENCA .D IN FRAME cilli Ir INI-gly'. E>CTERIOR F rJISHEi 0.1/ CULTURE 5"ll (2) 2" X 12" HPR 1 ew {'3ii TT•P liXii CFYP BOARD DIRECT VENT DIF2ECt VENT CsdSI WALL£ APJ BOILER < WATER FIRED FIREPLACE (AA i CEILINGS HEATER INSTALL AS PER MANUFACTURER'S f LITERATURE —Ill I, IN -a" I 3 CHANGES AS PER FIELDCONDITIONS 10/12/0.4 LP 2 CHANGES AS PER FIELD CONDITIONS 7/12/04 LP 1 CHANGED SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REVS DESCRIPTION DATE INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER, UNAUTHORIZED PS q CO DATE '1-14-04 _ ECT NO: ALTERATION OR ADDITION TO THESE PLANS IS A * mc Southold VIOLATION OF SECTION r DRAWING \0,' 7209 OF THE NEW YORK STATE EDUCATION LAW 9 7g30 ��PRm ------ anY,F� 2 OF 7 CD LUIGNI PASCAAELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 w PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOLITHOLD, N.Y. Bscerd Maar Plar ecalm= 1/411,1'_0” DRAWING TITLE: SECOND FLOOR PLAN PAN 'I OR 3 12'-11" 14_elyy_511 10'_01 10/12/04 LP DIRECT VENT GAS PIKED e e FIREPLACE INSTALL AS PER CHANGES BASED ON FIELD CONDITIONS 7/12/04 w (i� MANUFACTURER'S LITERATURE 1 CHANGED SLAB ON GRADE TO CRAWLSPACE e e LP REV. (2) 211 X 10" HDR (2) 2" x 10" HDR W DATE INITIALS 7209 OF THE NEW YORK 8" RR � w - x B" RR � 5 0 r� m1 T �,�� 39�_2�I e" RR 2" .K B y, ,U1 16 o.c. (2) 3/4"XII 7/8" LVL. HDR \ 16 O.C. \ 'V I! O.G. \ / STATE EDUCATION LAW \8 FYI T / \ GU 2I1sBORR� 3 OF 7 Sl IK 2 x 511 ' o �I �ry, / X xl 1+ NO IT6�� GA' / CL IV �� VENT XHAUB O E?CTE If XI �, pAMOKE DETECTOR ITYP. O X &I \/ 0PrICE / D N o / '/ 2 " X 12" RIR 16" O.C. "x 1 2 �\ 21, x 1211 RIDGE - — � - 2 3 -ill I ti wil �\ �J aTEMPERED GLASS RAILING 3' OFF FINFLK. 2" x 12" RIR 16" O.C. W /\ N \ O 211 X h" RR 16" O.C. (2) 1" X 9 7/81' LVL HDR — — (OPEN TO BELOW) 2 ip 0 N `C � (� U �I-• _ /� /A r '+ x x J ro 2"X8"RR 211x8"RR / 1 O 16' C l 2J 2' X IIJ" HDR (7)2"X10"HDR (2)2 X I0''HDR (2) 2" X 10" HD (2) 2" X 10" HDR ITS �1_ell 6.„yll yl -,1 61.211 61_yl Tl_81 y�,_mll 601.011 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOLITHOLD, N.Y. Bscerd Maar Plar ecalm= 1/411,1'_0” DRAWING TITLE: SECOND FLOOR PLAN PAN 'I OR 3 CHANGES BASED ON FIELD CONDITIONS 10/12/04 LP 2 CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. ( w ?NSC 9ROJ 1-14-04 CT NQ7— UNAUTHORIZED ALTERATION OR ADDITION 'b' J ITIC_SOUfITOId TO THESE PLANS IS A *� VIOLATION OF SECTION r 7209 OF THE NEW YORK DRAWING NO: STATE EDUCATION LAW Fao_ isso ���� 3 OF 7 ., L LICsI=IT/v�NTILATI®N C>ooR &C�€�ur_E ROOM SIZE DESIG QTY SIZE TYPE DI 1.2 3'-0" X 6'-8" X 1 3/4" PLUSH D2 2 16'_0" X 7-0" X 1 3/4" GARAGE DOOR D3 3 2'-8" x 91'-8" x 1 3/4" FIRE RATED D4 6 2'-B" K b' -B" % 3/4" FLUSH D6 1 4'-0" x 6'-8" X 1 3/4" BIPOLD D6 4 3'-0" X 6'-B" X 1 3/4" BIFOLD DT 2 2'-0" % V -B" X 1 3/4" 1 FLUSH b8 2 B'-0" B'-0" X 3/4" ANDERSEN ANDERSON N/A N/A N/A I I 2 O LICsI=IT/v�NTILATI®N LOCATION ROOM SIZE LIGHT (50) NTILATION (BF) LAUNDRY ROOM 45 8 1 1.2 167 PLR. BATH 45 4 3.6 PRONT ISi PLR. BR 116 32 31.1 DINEtTt/LR b59 B9b 41 (DOOR) REAR 16T PLR. BR 136 19.8 12 XERCISE/BEDROO 628 68.2 56 OPpICt 120 49.5 39.2 2ND PLR. BATH 110 8 21 11,' X II 1/8" LVL RIDGE R 36 INSULATION 2" X 6" CEILING JOIST 16" O.C. ASPHALT SHINGLES BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING 6� 2" X 12" ROOF RAFTERS 0 16" O.C. (2) 2" X 6" TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE X 6" STUD 6 16" O.C. GYP BOARD TYP IS INSULATION 2" X 6" PLATE R 38 INSULATION 2" X 12" CEILING JOIST 16" 04 (2)11"X0 7/8" LVL HDR WITH SIMPSON 12" STRONG TIE CONNECTOR ASPHALT SHINGLES BUILDING PAPER PLYWOOD. 6HEATHIING Z" X 12" ROOF RAFTERS k1 16" O.C. (2) 2" X 6" TOP PLATE: 1" X B" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS 0 16" O.C. 2" X 6" STUD a 16" O.C. 1/2" GYP BOARD TYP R-19 INSULATION 2" X 6" PLATE 3/4" PLYWD. SUB FLR. - TJI-PRO 550 — " X 6" STUD 6 16" O.C. /8" TYPE "X" GYP BOARD THROUGHOUT -I% INSULATION 6" CONC. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED )g'YFT 6" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X P-4" POURED CONCRETE FTG W/ (2) 05 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 (2) 2" X 6" TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS PROVIDE FLASHING 12 4 FINISHED FLOOR BY OWNER 3/4" PLYWOOD SUBFLOOR ON 11 1/8" DEEP WOOD I JOISTS W/ R-30 BATT INSULATION ON 6 MIL. POLY. ON 4" GRAVEL SMCTION 4-4, SCAL: 1/4" -1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 1/2" TEMPERED GLASS 2" X 6" STUD m 16" O.C. HANDRAILING 1/2" GYP BOARD TYP NI INSULATION 2" X 6" PLATE 3/4" PLYWD. SUB FLR. TJI-PRO 650 —� 2" CONG, SCRATCH COAT ON 6 MIL, POLY. - 4' GRAVEL SECTION 5-5 SCALE 1/4" -1'-0" CEILING FIRST FLOOR ASPHALT SHINGLES UJIN®®UJ SCH�®LI�� BUILDING PAPER CHANGES BASED ON FIELD CONDITIONS; 1/2" PLYWOOD. SHEATHING DESIG OTY TYPE CAT. NO. MPG. CLEAR OPEN !0P CLEAR WIDTH !IN LEAR HEIGHT (IN 6GRGSB WINDOW WI 2 CASC CNI36 ANDERSEN 26 10 3/16" 36 16/16" N/A W2 1 CASC C345 ANDCR611ON 91.1 18 3/8" 41 16/16" PRONT IST FLR BR W3 4 p1>05 P4550 ANDERSON N/A N/A N/A N/A W4 2 PIXCD P450 ANDORSEN N/A N/A N/A N/A W6 I plxtD P6050 ANDERSEN N/A N/A N/A N/A W6 I PIX=D APPW602 ANDERSEN N/A N/A WT I CABS CW291 ANDGRBEN 18.4 22 6/B" 67" xCRCISE/BEDROO WB W9 3 1 FIXED C4.6E APCW22 CW255 ANDIS ANDORBEN N/A 9.4 22 6/B" 59 15/16" COND PLR OPPICE W10 WII W12 2 I I CABS FIXGD IDOX BAY CW155 PB060 SC-P4m36-1651 I ANDGRBEN ANDERSEN ANDERSON 9.4 N/A N/A 22 5/B" N/A 69 15/16" N/A N/A N/A N/A Wt4 W16 WI6 4 1 2 CASC CASC CA6t l2)CI45 l2)CJI 0331, C26 ANDERSEN ANbERSCN ANbERSpN 6.7 4b 1 20" 18 5/Ib" 18 3/8" 47 16/16" 36 16/16" 66" CENTER WINDOWS N/A XERCIBE/DGDROO 11,' X II 1/8" LVL RIDGE R 36 INSULATION 2" X 6" CEILING JOIST 16" O.C. ASPHALT SHINGLES BUILDING PAPER 12 1/2" PLYWOOD. SHEATHING 6� 2" X 12" ROOF RAFTERS 0 16" O.C. (2) 2" X 6" TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" RIGID INSULATION ENTIRE PERIMETER OF HOUSE X 6" STUD 6 16" O.C. GYP BOARD TYP IS INSULATION 2" X 6" PLATE R 38 INSULATION 2" X 12" CEILING JOIST 16" 04 (2)11"X0 7/8" LVL HDR WITH SIMPSON 12" STRONG TIE CONNECTOR ASPHALT SHINGLES BUILDING PAPER PLYWOOD. 6HEATHIING Z" X 12" ROOF RAFTERS k1 16" O.C. (2) 2" X 6" TOP PLATE: 1" X B" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC ASPHALT SHINGLES BUILDING PAPER 8 1/2" PLYWOOD. SHEATHING 2" X 12" ROOF RAFTERS 0 16" O.C. 2" X 6" STUD a 16" O.C. 1/2" GYP BOARD TYP R-19 INSULATION 2" X 6" PLATE 3/4" PLYWD. SUB FLR. - TJI-PRO 550 — " X 6" STUD 6 16" O.C. /8" TYPE "X" GYP BOARD THROUGHOUT -I% INSULATION 6" CONC. SLAB W 6" X 6" 6/6 WWM OVER 6 MIL VAPOR BARRIER PITCHED )g'YFT 6" POURED CONCRETE FOUNDATION WALL WITH DAMP PROOFING 8" X P-4" POURED CONCRETE FTG W/ (2) 05 BARS CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 (2) 2" X 6" TOP PLATE I" X 8" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS PROVIDE FLASHING 12 4 FINISHED FLOOR BY OWNER 3/4" PLYWOOD SUBFLOOR ON 11 1/8" DEEP WOOD I JOISTS W/ R-30 BATT INSULATION ON 6 MIL. POLY. ON 4" GRAVEL SMCTION 4-4, SCAL: 1/4" -1'-0" PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. 1/2" TEMPERED GLASS 2" X 6" STUD m 16" O.C. HANDRAILING 1/2" GYP BOARD TYP NI INSULATION 2" X 6" PLATE 3/4" PLYWD. SUB FLR. TJI-PRO 650 —� 2" CONG, SCRATCH COAT ON 6 MIL, POLY. - 4' GRAVEL SECTION 5-5 SCALE 1/4" -1'-0" 1/2" X S" LG ANCHOR BOLT 6 3'-0" MAX O.C. 6 TYP FOR PERIMETER OF HOUSE) � 8" POURED CONC. FOUND. 0 WALL W/ WATERPROOFING m 8„ X 1.411 POURED CONCRETE FTG W/ (2) ✓r5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES FIRST FLOOR (2) 1 I" X S 7/S" LA/L HDR 12° WITH SIMPSON STRONG TIE CONNECTOR 6 ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEA7HING 2" X 12" ROOF RAFTERS 0 16" O.C. (2) 2" X 6" TOP PLATE I" X B" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS N N 2" X (b" 67UD 0 Ao O.C. 1/2" GYP BOARD TYP R-19 INSULATION - TOP OF RIDGE GRADE T0l APPROVED SEPTIC 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" X 6" PLATE G 1/2" X 8" LG ANCHOR BOLT 9 d 3'-0" MAX O.G. m TYP FOR PERIMETER OF HOUSE) 8" POURED CONC. FOUND. WALL W/ WATERPROOFING < 1 1/2" RIGID INSUL. CEILING SECOND FLOOR - SECOND FLOOR - CEILING FIRST FLOOR FIRST FLOOR TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM 3 CEILING FIRST FLOOR ASPHALT SHINGLES LP BUILDING PAPER CHANGES BASED ON FIELD CONDITIONS; 1/2" PLYWOOD. SHEATHING LP 2" X 8" ROOF RAFTERS 0 16" O.C. 0 CHANGED FROM SLAB ON GRADE TO CRLAWLSPACE (2) 2" X 6" TOP PLATE LP I" X 8" FASCIA WITH VENTED SOFFIT DESCRIPTION WITH ALUMINUM GUTTERS AND LEADERS INITIALS SECOND FLOOR UNAUTHORIZED N CEILING FIRST FLOOR 1/2" X S" LG ANCHOR BOLT 6 3'-0" MAX O.C. 6 TYP FOR PERIMETER OF HOUSE) � 8" POURED CONC. FOUND. 0 WALL W/ WATERPROOFING m 8„ X 1.411 POURED CONCRETE FTG W/ (2) ✓r5 BARS DRAWING TITLE: SECTIONS PLUMBING RISER DIAGRAM DOOR & WINDOW SCHEDULES FIRST FLOOR (2) 1 I" X S 7/S" LA/L HDR 12° WITH SIMPSON STRONG TIE CONNECTOR 6 ASPHALT SHINGLES BUILDING PAPER 1/2" PLYWOOD. SHEA7HING 2" X 12" ROOF RAFTERS 0 16" O.C. (2) 2" X 6" TOP PLATE I" X B" FASCIA WITH VENTED SOFFIT WITH ALUMINUM GUTTERS AND LEADERS N N 2" X (b" 67UD 0 Ao O.C. 1/2" GYP BOARD TYP R-19 INSULATION - TOP OF RIDGE GRADE T0l APPROVED SEPTIC 1/2" PLYWOOD. SHEATHING 3/4" FOAM INSULATION VINYL SIDING TYVEC 2" X 6" PLATE G 1/2" X 8" LG ANCHOR BOLT 9 d 3'-0" MAX O.G. m TYP FOR PERIMETER OF HOUSE) 8" POURED CONC. FOUND. WALL W/ WATERPROOFING < 1 1/2" RIGID INSUL. CEILING SECOND FLOOR - SECOND FLOOR - CEILING FIRST FLOOR FIRST FLOOR TOP OF RIDGE GRADE PLUMBING RISER DIAGRAM 3 CHANGES BASED ON FIELD CONDITIONS; 10/12/04 LP 2 CHANGES BASED ON FIELD CONDITIONS; 7/12/04 LP 1 CHANGED FROM SLAB ON GRADE TO CRLAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS N.T.S. THESE PLANS ARE AN NE DATE' ' INSTRUMENT OF SERVICE 1-14-04 AND ARE THE PROPERTY OF THE ENGINEER. co PROJECT NO: UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A mc_southold VIOLATION OF SECTION n i 7209 OF THE NEW YORK STATE EDUCATION LAW. ?7930 DRAWING NO.'. ��C� FESSIONP�' 4 OF 7 ---------------------------------------------------------------'T--'-� --------------------------- LEF7 ELEY4710N scale: I/4"�I'-0" ------------------------------ - - - - - - - - J RIGHT ELE\/4710N scale: CD LUIGI PASCARELLA, P.E., PLLG CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. FINISHED CO LIN* 2ND FLOOR FINISHED 2ND FLOO FINISHED CEILIN IST FLOOR E u F a FINISHED IST FLOOR GRAC FRON7 ELE\/4710N scale: V4d'el'-0" 12 12 CONTINUOUS RIDGE VENT 12 ------------ _ 12 12 FINISHED---------------------- ------------------- '---------------------- -- 2ND FLOOR B FINISHED 2ND FLOG 'k—ice -- ---------------- FINISHED CEILING I I —-------- ----- IST FLOOR 0 0 a FINISHED IST FLOOR GRADE DRAWING TITLE: ELEVATIONS RE14R ELEV41710N scale: I/4'' C V-0" CHANGES BASED ON FIELD CONDITIONS 10/12/04 LP LREV. CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP INSTRUMENT INSTRUMENT OF SERVICE CHANGED FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP AND ARE THE PROPERTY,-SPAA DESCRIPTION DATE INITIALS DATE', PLANS ARE AN Ew INSTRUMENT INSTRUMENT OF SERVICE 1-14-04 AND ARE THE PROPERTY,-SPAA Cq OF THE ENGINEEER, Co -PROJECT NO UNAUTHORIZED ALTERATION OR ADDITION'h * TO THESE PLANS IS A mc_southold VIOLATION OF SECTION y 7209 OF THE NEW YORK ^, >1930 DRAWING NO STATE EDUCATION LAW. aFESSIOk 5 OF 7 WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF AND WALL SHEATHING TO FRAMING AND PARTICLEBOARD WALL SHEATHING TO FRAMING DESCRIPTION OF b,gd,a SPACING OF FASTENERS BUILDING MATERIALS DESCRIPTION OF FASTENER JOIST TO SILL OR GIRDER, TOE NAIL IMERMEBATE SUPPORTS --- 1"X6" SUBFLOOR OR LESS TO EACH EDGES (INCHES)( (INCHES) O O O 0 0 6J COMMON NAIL ISUBFtR, WALL) 6 2" SUBFLOOR TO JOIST OR GIRDER, 5/16 — 1/2 Ed COMMON NAIL ROOF f 6 12g 19/32 — 1 fid COMMON NAIL (ROOF) 6 12g 1 1/8 — 1 1/4 10d COMMON NAIL OR Ed 5 12 2-16d DEFORMED NAIL O O O O O 3-8d or 2-16d 1/2 REGULAR CELLULOSIC 1 1/2" GALV ROOFING NAIL fid 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go.. 1 1/2" 24" O.C. SOLE PLATE TO JOIST OR BLOCKING 1/2 STRUCTURAL CELLULOSIC 1 1/2" GALV ROOFING NAIL Bd 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 go, 1 1/2" 8-16d --- 25/32 STRUCTURAL CELLULOSIC 1 3/4" GALV. ROOFING NAIL 8d 3 6 FIBERBOARD SHEATHING COMMON NAIL STAPLE 16 9a., 1 3/4" TO TOP PLATE, TOE NAIL 1 1/2" GALV. ROOFING NAIL bd 8d 6" O.0 1/2 GYPSUM SHEATHING COMMON NAIL: STAPLE GALV, 1 1/2" LONG. 1 1/4' SCREWS q 8 TYPE W or S BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 16" O.C. ALONG EACH EDGE 1 3/4" GALV. ROOFING NAIL, fitl 16d 16" OC. ALONG EACH EDGE 5/8 GYPSUM SHEATHING COMMON NAIL; STAPLE GALV, 1 5/8" LONG, 1 5/8' SCREWS 4 8 4-8d WIPE W or S CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10d WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING 3/4 AND LESSfitl DEFORMED NAIL OR 6 12 2-16d Bd COMMON NAIL i" (BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d --- Bd DEFORMED NAIL OR 2 STAPLES, 1 3/4" --- 1"X6" SHEATHING TO EACH BEARING, FACE NAIL 8d COMMON NPJL 6 t2 1/4 10d COMMON NAIL OR 6 12 --- 8d DEFORMED NAIL 3 STAPLES, 1 3/4" --- a. All nails are smooth—common, box or deformed shanks except where otherwiee stated. Nails used for framing and sheathing connections shall have minimum average bending yield strengths as follows: 80 kill (551 Mpo) for shank diameter of 0.192' (20d common nail), 90 kill (520 Mpo) for shank diameter, larger than 0,142" but not larger than 0.177', and 100 Idol (689 MR-) for shank diameters Of 0.142" or less. IN. Staples are 16 gage wlre and have o minimum 7/16—Inah on diameter crown width. c. Nails shall be spaced at not more than 6 Inches on center at all supports where spans are 48 Inches or greater d. four—fool—by-8—foot or 4—foot—by—g—foot panels shall be applied vertically, e. Spocing of fasteners not Included in this table shall be based on Table RR602 3(1). f. For regions having basic wind speed of 110 mph or greater, 8d deformed nails shall be used for a9aahing plywood and wood structural panel roof sheathing to framing within minimum 48—Inch distance from gable and wolls. If mean roof height Is more than 25 feet, up to 35 feet maximum. GENERAL NOTES CONTRACTOR SHALL CHECK AND VERIFY ALL FIELD CONDITIONS AT THE SITE PRIOR TO STARTING ANY WORK AND FAMILIARIZE HIMSELF WITH THE INTENT OF THESE PLANS. THE ENGINEER IS NOT RESPONSIBLE FOR CHANGES MADE BY THE OWNER GENERAL AUTHORIZATION FROM HE ENGINEERSOOFFICE SS EACH RECEIVES WRITTEN DO NOT SCALE DRAWINGS; WRITTEN DIMENSIONS SHALL SUPERSEDE SCALED DIMENSIONS. CONTRACTOR OR OWNER SHALL ARRANGE FOR AND OBTAIN ALL REQUIRED APPROVALS, PERMITS, INSPECTIONS, CERTIFICATE OF OCCUPANCY, CERTIFICATE OF COMPLETION 7ES75, ETC. FOR WORK PERFORMED. ALL WORK SHALL CONFORM TO THE NEW YORK STATE RESIDENTIAL CODE AND THE NEW YORK STATE ENERGY CONSERVATION CODE AND ALL REQUIREMENTS OF THE CITY, TOWN OR VILLAGE HAVING JURISDICTION. OR CONTRACTOR SHALL MAINTAIN COVERAGE FOR ALL BONDS, INSURANCE, AND WORKMEN'S COMPENSATION AS REQUIRED BY LAW. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND FACILITIES SUCH AS LAWN SPRINKLERS CESSPOOLS DRY WELL5 ETC. PRIOR TO STARTING ANY WORK. CONTRACTOR_ SHALL BE RESPONSIBLE FOR THff REPAIR OF DAMAGED FACILITIES AT NO CONTRACTOR SHALL REMOVE AND LEGALLY DISPOSE OF ALL DEBRI5 RESULTING FROM DEMOLITION OFF 517E UNLESS OTHERWISE AGREED UPON WITH THE OWNER. ALL EXCAVA7ION5 SHALL CONFORM TO THE GRADES INDICATED ON THE DRAWINGS. GRADING AROUND NEW CONSTRUCTION SHALL SLOPE AWAY FROM BUILDING TO ACHIEVE POSITIVE DRAINAGE AND MATCH EX1571NO SURROUNDING GRADE. ALL BACKFILL MATERIAL SHALL BE GLEAN FILL, FREE OF DELETERIOUS MATERIALS. ALL CONCRETE WORK SHALL CONFORM TO THE REOUIREMEN75 AND RECOMMENDATIONS OF AGI -301-84, "SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS". REINFORCING STEEL SHALL CONFORM TO A57M A-615 GRADE 60, ALL FOOTINGS AND FOUNDATIONS SHALL REST ON UNDISTURBED SOIL HAVING A MINIMUM 501L BEARING CAPACITY OF 2000 P5F. CONTRACTOR 15 RESPONSIBLE FOR VERIFICATION OF ACCEPTABLE BEARING STRATA AT THE SITE. ALL CONCRETE WORK SHALL BE POURED IN PLACE AND SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI EXCEPT WHERE OTHERWISE NOTED. ALL CONCRETE SLABS SHALL BE 6" THICK W/ 6"X6" 1.4X1.4 W.W.F. ON 6 MIL. THICK POLY. VAPOR BARRIER ON WELL COMPACTED FILL, UNLESS OTHERWISE NOTED. ALL STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF AISG, BU�DIINGS AANDSSFHALL BE DE51ISKATEDRASTM FABRICATION ERECTION OF STRUCTURAL STEEL ALL LUMBER SHALL BE GRADE MARKED. LUMBER SPECIES SHALL BE DOUGLA5 FIR NO. 2 OR BETTER. (Fb ss IOOOpsI, E=1,600,000991), MAXIMUM MOISTURE CONTENT SHALL BE Ig96. ALL OFFNIN05 SHALL HAVE DOUBLE STUDS AND ALL HEADERS SHALL BE A MINIMUM (2) 2"X6" UNLE55 OTHERWISE NOTED. ALL JOIST5 AND RAFTERS SHALL BE BRIDGED AT A MINIMUM B' -O" O.G. WHEN CR055-BRIDGING USE WOOD OF "X3" STOCK OR 18 GAUGE METAL. DOUBLE ALL BEAMS UNDER PARALLEL WALL5. ALL GYPSUM BOARD SHALL BE 1/2" THICK FASTENED BY 1 I/4" LONG DRYWALL SCREWS, TAPED SPAGKLED (5 GOATS) AND HAND SANDED TO A SMOOTH FINISH, FLASHING SHALL BE PROVIDED AT ALL ROOF PENETRATIONS, INCLUDING STEP FLA5HIN5 AT ALL CHIMNEYS. CONTRACTOR SHALL PROVIDE AND INSTALL SMOKE DETECTORS AS REQUIRED BY NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE, ALL ELECTRICAL WORK SHALL CONFORM TO THE LATEST REQUIREMEN75 OF THE NATIONAL ELECTRIC CERTIFICATE AT THE COMPLETION OF WORK. ALL PLUMBING WORK SHALL CONFORM TO THE NEW YORK STATE UNIFORM FIRE PREVENTION AND BUILDING CODE. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS. CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631) 421-3734 MIN. DISTANCE BEYOND OUTER 1/2" THK. CDX PLYWOOD SEE TABLE 1609,1 4 FOR LIMIT OF WINDOW FRAME r TEMPORARY PLYWOOD SHUTTER SCALE: 1/2" = 1'-0" NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER LIMITS OF THE WINDOW. EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN ACCORDANCE WITH TABLE 16091 4 "WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL WOOD PANELS" OUTER LIMIT OF WINDOW FRAME FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (TABLE R602.3(1) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF O O O O 4' FASTENERS a,b,c,d 7/12/04 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d --- 1"X6" SUBFLOOR OR LESS TO EACH 2-8d --- O O O 0 0 2 STAPLES, 1 3/4" / WINDOW GLAZING / 2" SUBFLOOR TO JOIST OR GIRDER, p p O p 0 --- BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, 16d 16" O.C. FACE NAIL 8 END DISTAMGE. 60F7 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d --- O O O O O 3-8d or 2-16d TEMPORARY PLYWOOD SHUTTER SCALE: 1/2" = 1'-0" NOTES CONTRACTOR TO FIELD MEASURE EACH WINDOW AND CUT ALL PLYWOOD WIND SHUTTERS TO HAVE A MINIMUM DISTANCE OF 4" BEYOND THE OUTER LIMITS OF THE WINDOW. EACH PLYWOOD SHUTTER TO BE LABELED WITH PERMANENT LETTERING CORRESPONDING TO THE SPECIFIC WINDOW WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL BE STORED IN A READILY ACCESSIBLE LOCATION WITHIN THE RESIDENCE ALL PLYWOOD SHUTTERS SHALL HAVE FASTENERS WHICH ARE IN ACCORDANCE WITH TABLE 16091 4 "WINOBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR STRUCTURAL WOOD PANELS" OUTER LIMIT OF WINDOW FRAME FASTENER SCHEDULE FOR STRUCTURAL MEMBERS (TABLE R602.3(1) DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF SPACING OF FASTENERS WALL 57RAP5-51MPSON FASTENERS a,b,c,d 7/12/04 JOIST TO SILL OR GIRDER, TOE NAIL 3-8d --- 1"X6" SUBFLOOR OR LESS TO EACH 2-8d --- JOIST, FACE NAIL 2 STAPLES, 1 3/4" INITIALS 2" SUBFLOOR TO JOIST OR GIRDER, 2-16d --- BLIND AND FACE NAIL SOLE PLATE TO JOIST OR BLOCKING, 16d 16" O.C. FACE NAIL 8 END DISTAMGE. 60F7 TOP OR SOLE PLATE TO STUD, END NAIL 2-16d --- STUD TO SOLE PLATE, TOE NAIL 3-8d or 2-16d --- DOUBLE STUDS, FACE NAIL 10d 24" O.C. DOUBLE TOP PLATES, FACE NAIL 10d 24" O.C. SOLE PLATE TO JOIST OR BLOCKING 3-16d 16" O.C. AT BRACED WALL PANELS DOUBLE TOP PLATES, MINIMUM 48 INCH OFFSET OF 8-16d --- END, JOINTS, FACE NAIL IN LAPPED AREA BLOCKING BETWEEN JOISTS OR RAFTERS 3-5d --- TO TOP PLATE, TOE NAIL RIMI JOIST TO TOP PLATE, TOE NAIL 8d 6" O.0 TOP PLATES, LAPS AT CORNERS AND 2-10d --- INTERSECTIONS, FACE NAIL BUILT-UP HEADER, TWO PIECES W/ 1/2" SPACER 16d 16" O.C. ALONG EACH EDGE CONTINUOUS HEADER, TWO PIECES 16d 16" OC. ALONG EACH EDGE CEILING JOISTS TO PLATE, TOE NAIL 3-8d --- CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d --- CEILING JOIST, LAPS OVER PARTITIONS, FACE NAIL 3-10d --- CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL 3-1 Did --- RAFTER TO PLATE. TOE NAIL 2-16d --- i" (BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d --- 2 STAPLES, 1 3/4" --- 1"X6" SHEATHING TO EACH BEARING, FACE NAIL 2-8d --- 2 STAPLES, 1 3/4" --- 1"X®" SHEATHING TO EACH BEARING, FACE NAIL 2-Sd --- 3 STAPLES, 1 3/4" --- WIDER THAN 1"XB" SHEATHING TO EACH BEARING, 3-8d --- FACE NAIL 4 STAPLES, 1 3/4" --- BUILT-UP CORNER STUDS 10d 24" O.C. NAIL EACH LAYER AT BUILT-UP GIRDERS AND BEAMS, 32" O.C. AT TOP AND 2 INCH LUMBER LAYERS 10d BOTTOM (STAGGERED) TWO NAILS AT ENDS AND AT EACH SPLICE. 2" (PLANKS 2-1 Ed AT EACH BEARING ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS TOE NAIL 4-16d --- FACIE NAIL 3-16d --- RAFTER TIES TO RAFTERS, FACE 3-Bd --- CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: CODE COMPLIANCE WIND BRACING DETAILS TEMPORARY WIND SHUTTER TOP FLANGE FACE -MOUNT �1 JOIST HANGERS `� JOIST GONNEGTORS (IN WIDE VARIETY OF SIZES) 2"X4" WOOD CORNER TYP LAG BOLT OR N THROUGH BOLT OPTIONAL m WASHER 2"X4" 51LL PLATE SIMP50N HDSA METAL HOLD-DOWN OR UPLIFT ANCHOR THREADED ROD THROUGH FLOOR 57RUG7URE OR ANCHOR BOLT INTO FOUNDATION (\�V /METAL HOLD-DOWN/ UPLIFT ANCHOR 6 TRAN5FER5 TENSION LOAD BETWEEN FLOORS, TIES STUDS/ POSTS TO FOUNDATION SIMi HURRIC un..urp0 PL4N�) FTER5 (2) 2"X4" TOP PLATES (o -HURRICANE CLIPS FOR RAFTER SPANS UNDER 24'-O" -TIES TOP PLATE5 TO ROOF RAFTERS FOR TENSION CORD CONNECTION. NOTCHED ROOF RAFTER5-TRU55ES (REFER TO PLANS) 21IX4' TOP PLATES SIMPSON H7 SIESMIG AND HURRICANE TIE OR EO. 0520 COIL STRAP �n1 SEISMIC/HURRICANE TIE FOR ROOF RAFTER OVER -PROVIDES TENSION FOR WOOD-TD-WOOD C CONNECTIONS FOR WOOD TRUSSES AND JOISTS 2"X4" WOOD STUDS His, I&" OO LE 61N 2"X4" SILL"ENL PLATE \\ENl6T 3/4" TAr,PLWDOD 5UBFLOOLOOR RIM J015T I, I SPAN USE EVERY OTHER NAIL HOLE IN A ROW TO PROVIDE THE CODE-REOUIRED MINIMUM GENTER-TO-CENTER SPACING FOR NAILS SILL PLATE ANCHORS ANCHORS SILL PLATE AND STUD TO CONCRETE OR GMU FOUNDATION WALL STRAPPING 3 CHANGES BASED ON FIELD CONDITIONS 0520 SOILED STRAP5 LP WALL 57RAP5-51MPSON OR LSTA90 BY SIMPSON 7/12/04 GS2C COIL 57RAP TYP CHANGED SLAB ON GRADE TO CRAWLSPACE EVERY OTHER STUD LP REV. A NAILED W/ IOD BOX DATE INITIALS NAILS IN ACCORDANCE i r�tJV DRAWING NO, W/ TABLE 3,5A WFGM By 111155 T" PROVIDE MINIMUM ;FOUNDATION 8 END DISTAMGE. 60F7 (2) 2"X6" AGGT EOVAL NUMBER OF BASE PLATES SPECIFIED NAILS IN EACH END, .\ CONCRETE OR CMU WALL SILL PLATE ANCHORS ANCHORS SILL PLATE AND STUD TO CONCRETE OR GMU FOUNDATION WALL STRAPPING 3 CHANGES BASED ON FIELD CONDITIONS 10/12/04 LP 2 CHANGES BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS FLOOR TIE ANCHOR v PROVIDES FLOOR -TO -FLOOR TENSION GONNEGTION. REFER TO SIMPSON FOR NAILING R 01JIRMENT5 SCHEDULE THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. 0 IVCw Q S q Go JAG F DATE' 1-14-04 PROJECT NO UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A �, W mc—Southold VIOLATION OF SECTION _W F' 7209 OF THE NEW YORK i r�tJV DRAWING NO, STATE EDUCATION LAW FESSIONPY" 60F7 F4 SQUASH BLOCKS & SINGLE RIM JOIST F5 FIBERSTRONG ® F5A FIBERSTRONG WOOD I BERM RIM JOIST Vedmdtwo transfer =2000 pi mot RIM BOARD CLOSURE RIM BOARD CLOSURE F1 ATTACHMENT AT END BEARING F2 BLOCKING PANEL, EXTERIOR f 3 Varied load trandfer= 20M pit ma ding Iced bearing wall based on baring Verutal load monster = 5700 pit Varied lead transfer = 5700 pit Verdict load former = 2OOa II mos strew of 390 PAIL (850 plf for slender Joist without ( 850 of la sorter to l wilhoat p blmNIn panels' ( blad'mg and, / sH Wood 1 Bean ' N ears plat ' or Fta Metre pmtl One led box or Mnk ori each side at rim post no Pearsall am ® or fheard at hemlog, typical for d� wood 6mm9s 21/]1' y/1+AaA' Ian bawd al mm hard al Tell hon pint to top tarp dlmNhg 21' at, la loin 21' a[ to Crnu panel of Cid ed h IOd null: slender pot slMe plat Wood I GNMIN All AT � WadI Brom® blacking pad ; ! Squash blocks dm just i 1yl,m � Fa sdig use (2m1 minimum) hepar block per FI3. / Minimum 1 3i/4' Siding -� �— 13/4' minimum hmruhg length " pmt hexing Siding 9 of dl ham and root details 11' sha0m � ' I/7 dheaNing / 9 8d nails at Vice. (or per One Dol at fa desiq, prolaslond's spots,/I6" Bop nails Br mil t and To ovoid adding flange, staff raid al last p ad nail tap and p Ad bottom Banc hint canplpog than Installation bottom floe a bottom flange i 1/Y to and Driue nulls a1 on mole to 9 q rennt all of Nodn tote Bad mils of 6°aa err par deli ro- Nola 0, p. 27 G—P Product Guide) ® Uri malls x16` of center p p g g p (P 9n P Bd (G°I I5, 25 post) ® fld Dolls at 6' an pander C -P AbeStrm asamel's ¢u, but canDI'o with IF See dlMl F1 la doding rmWuenmis, G -P FAerSUang g toe -nail to Lal I p A 1fid (CPI 3S joists) run bond 3 -Bop nails los-rad W plop typhal ren board 3-8op anti P 4 }pial nsullolim Note 0, P. 27 D' adud Guide) Check Iem1 building code hof appropriate theal In arms of high III land of canes 01 manes F6 DECK Fill F7 BLOCKING PANELS USED FOR BRACINGF8 BEVEL CUT JOIST F9 BLOCKING PANEL, INTERIOR F10 SQUASH BLOCKS AT INTERIOR BEARING ATTACHMENT G -P FiboSirm ' Vol load Ina, er = 2000 pit mat along bearing wall Vertical load hamlet = 2000 pit man along load plural wall. NOR Anr plash, dodlog tenPor iy hang lelf Al dm board shm,le layer 2m/m2. 46/24 APA rated dreaming wren, Imd(log inn mly)and dmrma brisk from ladle, (oa waaa err oda) rim vmwaee loon pin vemom 'k�'Ze,a�md,rw.4. a nnnemr /Nvo layers = 2000 by) b,� MwGm rod M1dm with hit quality a101 armwdoldy mapplY Allowed only Mt ].let depth. op to n 2/e' •.nh°`' Load bearing wall must stook over squash Idgr and hi In, wars la tlreek bdt) lees red Wig 2x4 mm, oomh blocks and wall or boom below.' 'looks as shown m d.tan r4. Da mol bevel cul p bi stodassN nl am of mppatidsticephandmt catchallide 6ktklog miearnd daubmmabdn!' sled mehem TI/16' for pa[dd hit on. Loa banr m hlus., now Loan Edatl Bashing .d. al h.ana Or ledger "an frier meal me writ, prairie nod Durr sl4ing 1 3/4 mlolmum hming la .it I 7' G -P FibeStrmg' 2w- di ledger xq through with ON rim board 1/2' diameter x 4` through 6dls ni with woehas and nuts (or 1/2'x 4" soaamg panels metaled for o minimum Squash block 8d na11s loo salvos). 3504 pa hit or a• at .eon buudo, corm.] Dna m (px4 minimum) liesti ever, 25', ale wall length Note' Wood Beani bloding Bit Deis al fi'o.a f a per e. ed roll. ate o a g -brill Ing reappred day' pmlemlmde pxa Bop nod top and I/2 shmNmg o of 6mm9 (all lateral but mnplweg wM As slam Bearing wall, G -P lam0 or Ghulam Ben. bottom III sin al 9 mail 0. on p 27 0l Praducl W GMgI: d9 suer Addd he Nwld F lead oak by Immhg 61 nolle at fi' an tenllf 'Ih ddb bmm 'N M1an w MrMpin inn N I d0 d teal 'd 11 "Nan -slacking walls require adtllllonal consideration.consideration. JIM Bsgilor Filler Blocking Full-dpN ON Steel Off 15 9 /7, II 7/0' Use n alkalialkaliF12 Lee m petals FI3 , 114 k C4 GPI 15 91/2' 1115/8' Ata ll/OSB (6' high) ood/OSS ( 1/2'+ 5/8' plye6' Ngh) 117/6' 3/4' ApAgual 71/P 1/2'+ 5/8all (8" high) GPI 2S 91/2' 2X6 2X6 117/8" 2X6 2X8 14' 2X8 AT and J3 2X10 2X12 GPI 35 N` 2X8 + 1/7 plywood/OSB 2X10 + 1/2" plywd/OSB m 16, 2X12 +1/2' plywood/OSB OF 30 91/2` 2x6 + 5/e' pl}wool 2w6 + 5/8' plywaotl/OSB 117/8' 2x6 + 5/0` plywgad/OSB Old + 5/0' bevel OF 33 91/2' 2x6 + 5/B' dihedral 210 + 5/8' alwoad/OSB 117/8' 2x6 + 5/8" plywool 210 + 5/8' plywmd/OSB 14' 2s0 + 5/8' physics B Pope + 5/0" plywood/OSB 16' 2x8 + 5/8' agent 2x12 + 5/8' drat/OSB INF 43111/8' (2) 2X8 (2) 2X8 I+` (2) LOU (2) 240 16' (2) 2X8 (2) 2X12 F11 DOUBLE JOIST CONSTRUCTION (Not regained if bath leaded equally Iran abore) filer hlaklog I/8' gap a 1) Support back of web during oadmg to prevent damage to telldmge connection. 2) Leave 1/8' gap between top of f11kr blocking and holler of top flange 3) Block sand between gods; for lull length of pan. 4) Place Joists together and null from each side with Mows of too nails of 12" An, stated when possible. Stagger rows from oppmlte sides by 6 toe-na11 to plate, typical agniknn8y ]dun Mrd rwdstnu of x aotl dmltl tr method.x1 o mm , n y q n a m 9 aheok local bund],, adds ear aparbipri.l. door m ae areof awl, 1 eros load. Check toed building code for appropriate delall m arms of high III lead d Hca Ing all requlm ad I be ale m. on Check local Loading code lar appmprlate tletane In eros o1 much lateral land , OF12 FLOOR OPENING, TOP MOUNT HANGERS O F14 STRINGER TO JOIST CONNECTION F15 JOIST TO BEAM CONNECTION assemble deal gldl per rifled Fit /' F13 FLOOR OPENING, FACE MOUNT HANGERS All amine post pe carat Fn 1 mu -duan filo) (regular filer) ' Balker bled : I A frP Lam LYL all Bader block . Before machin o boder to 0 da j int, done � Ghulam Beam Before installing a hacker to a double plat, dive ! g p m Double Wood Bearli'consirudlou per detail F11 (full depth on additional 3-10d nail into the web where filler). Backer blocking site and mstalli per grind F13. an oddi8onol 3—I0d data into Ne web wheel �'' Bearinglate. Hush late Me bade will at, dlnded when poarhle. losldl the bother all BL lain backer tight to hp n P p Baogd Use 10-IOd mils, tlinded when possible j x barker light to lop longe. Use 18-I0d naris, with onside (ace of beam. j d'mthed she' poa161e. m >- Bode hoods' / % BocNa Mads' itDecker blocks both ` Top mount hangers Jalst Motaml D YdFw 91/r,n7/a' 1/2'+1/7plvmad/asB s' ad 33 1+', 16' I/2"+I/Y plywood/aSB 71/1' Up 43 117/8. W 11 218 1 71/C Jail Joel 0aleld 0 in Off 15 9 /7, II 7/0' / B 6 Ip', 8 5/8' 0'115 9 1 2',11 7 P 1/P a 5/B' plywood O� 6' (PI 25 91/2• 117/8', I4', Ifi' 3/f plyroad/OSB 6' 3/4' ApAgual 71/P UPI 14`,16' I/Y+I/Yp1)mod/OSB 71/4" Jalst Motaml D YdFw 91/r,n7/a' 1/2'+1/7plvmad/asB s' ad 33 1+', 16' I/2"+I/Y plywood/aSB 71/1' Up 43 117/8. W 11 218 1 71/C Jail material OCA Off 15 9 /7, II 7/0' I/Y a ON plemosi 6 Ip', 8 5/8' GPI 25 912,117 16.7 8 3/4' plywood/OSB 101314 8 2/J"+• GPI 35 le, 16' I/7 + 1/Y plywrol 10 3/4',12 3/4' u For .gager.rger. than 14 or _ so-mger reactions succeeding >amy, call G -P DATE ,6mt Mol Open OF So 91/2,1117B 1/2'+I/7 anima /OSB 8/34" and J3 1034" 12 WF 43 11 7/8', If 1 1/2' net 85�8"d 10 3 16'12 4 sides an ft di kid [or bel W Steel Boom _/ stiffener requirements B 'Block must be long enmgh to permit required poll without gAittyg, 'Block ml be Imo enough to permit required nalltng wdhmt spllthn F16 JOIST TO BEAM CONNECTION, STEP DOWN F17 JOIST TO BERM CONNECTION, STEP DOWN F18 BEARING STIFFENERS F19 SQUASH BLOCKS AT CONCENTRATED LOADS 61 FASTENING RECOMMENDATIONS FOR SIDE—LOADED, cplu<':J MULTIPLE PIECE MEMBERS /— been nulls than probe 1 16"� Mowlmum Unit= Load Applied to BIT or Both Outside Plmn pro/linf'.) I Top od bluer Maes dry be 2' geologic 2 aril hall ale W G o mlmmm at 1/3Y to o marnm of I/IV 2-± Iwge lam me No Rens ma"bal an Warp t Pam 77/37 40/24 Bill Ailfinem may he located at hangedffr NNI+O with tad semina l Ofllm wd 1/2' hit' Ue tell and Collor of Ne mom. End but mud NAMd[ uawW APA Ruled (See all FIB) Pimes an Member irosd lY acd JrmdlY ace vmm of A'ac Wogma'1mumlY ori 2mnd e'oc Jr,tell thiers. of Nw memo. Nn wain undo 6ml and nut Nage 1 Ynlan la ootid %teams may be daNd to Hole: Baring sNNeoers SM1mthmg a $lillmer (plywood, BOB, 2x4) each Ade el: 2 50S 7fi0 5505 INS 200 6' ac a "Ions' 1, C ac not upaohq, may de regswed G -P approved Feel with side noill 1510 "99 Y (see d¢foV F18) nm - ar17 3 7th° 570s Jam 6 For a Nrwe pled mob., Ne traded soiling is ham and Aida ^ ^ - Nmges With sides mol [anlo0ng 8 Faur-nwn CdIN menhrn thoda mor be nntl dm Imo m Q 1 Not Raafmmdd J15 615 im Ia,J manatee um y1nIL — _. Bd foils - BiNmlmth ants I Y TYP 2 PLY 3 PLY 4 PLY up IAM m CDN atln al Ne in 0.. \\ \ BOL1E0 2 ROWS 0 24' ot. SIAGGFAfD -Use with MARK i ( ) O O \\ / S➢FFENER SIDENAILS See detail F7 \ 7+� GPI 15 1/2" 4-Bd p 0 for blocking Hanger LPI 25'. 5/8' 4-Bd 2" TSP requirements, 2135, 1/Y + I/2' 4-Bd NAILED 2 ROWS 012" be. - Use with MARK Q ( ) B0.11D 2 ROWS 017 on.. - Use adh MAN( d ( ) Lsdge fa Moa Ughl Bt INF 43; vid33: 1/21 2j7 3-11d 0 0 0 O O shathkg atladment APA®Rded Smal , Fp Mni Lm a err SNRdied flan Minimum width 2 5/16' Sall block all posts from above to bearing below Owom tam G -P Lam LR or with a l number of squash Meeks o 0 0 0 0 Ghulam Bmm Ni J ROWS 017 o.c. - On with NAflN N ( ) Btl.IED 2 ROWS 0 6' a c. -Use On NMN) ( ) 0 O O O 0 0 O O 0 O O O 0 0 0 0 CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: WOOD I BEAM DETAILS 3 Hl Nailing Requirement LP ftp malum, I hamgae ' CHANGED BASED ON FIELD CONDITIONS Bache sliffeneemay B he required at hangers (Se! coal FIB) w Appropriate face mount hangers may amount h be m6sBluted. See CHANGED FROM SLAB ON GRADE TO CRAWLSPACE BSP (Kart—S-9.) MSH218 OR smpaon shin,—n: 1HA218 Minimum 12—I04 made Into LVL header or double Im"ts. Minimum a—led u I I/V n.It. loan .imager. u For .gager.rger. than 14 or _ so-mger reactions succeeding >amy, call G -P di kid [or bel W Steel Boom _/ stiffener requirements B 'Block must be long enmgh to permit required poll without gAittyg, 'Block ml be Imo enough to permit required nalltng wdhmt spllthn F16 JOIST TO BEAM CONNECTION, STEP DOWN F17 JOIST TO BERM CONNECTION, STEP DOWN F18 BEARING STIFFENERS F19 SQUASH BLOCKS AT CONCENTRATED LOADS 61 FASTENING RECOMMENDATIONS FOR SIDE—LOADED, cplu<':J MULTIPLE PIECE MEMBERS /— been nulls than probe 1 16"� Mowlmum Unit= Load Applied to BIT or Both Outside Plmn pro/linf'.) I Top od bluer Maes dry be 2' geologic 2 aril hall ale W G o mlmmm at 1/3Y to o marnm of I/IV 2-± Iwge lam me No Rens ma"bal an Warp t Pam 77/37 40/24 Bill Ailfinem may he located at hangedffr NNI+O with tad semina l Ofllm wd 1/2' hit' Ue tell and Collor of Ne mom. End but mud NAMd[ uawW APA Ruled (See all FIB) Pimes an Member irosd lY acd JrmdlY ace vmm of A'ac Wogma'1mumlY ori 2mnd e'oc Jr,tell thiers. of Nw memo. Nn wain undo 6ml and nut Nage 1 Ynlan la ootid %teams may be daNd to Hole: Baring sNNeoers SM1mthmg a $lillmer (plywood, BOB, 2x4) each Ade el: 2 50S 7fi0 5505 INS 200 6' ac a "Ions' 1, C ac not upaohq, may de regswed G -P approved Feel with side noill 1510 "99 Y (see d¢foV F18) nm - ar17 3 7th° 570s Jam 6 For a Nrwe pled mob., Ne traded soiling is ham and Aida ^ ^ - Nmges With sides mol [anlo0ng 8 Faur-nwn CdIN menhrn thoda mor be nntl dm Imo m Q 1 Not Raafmmdd J15 615 im Ia,J manatee um y1nIL — _. Bd foils - BiNmlmth ants I Y TYP 2 PLY 3 PLY 4 PLY up IAM m CDN atln al Ne in 0.. \\ \ BOL1E0 2 ROWS 0 24' ot. SIAGGFAfD -Use with MARK i ( ) O O \\ / S➢FFENER SIDENAILS See detail F7 \ 7+� GPI 15 1/2" 4-Bd p 0 for blocking Hanger LPI 25'. 5/8' 4-Bd 2" TSP requirements, 2135, 1/Y + I/2' 4-Bd NAILED 2 ROWS 012" be. - Use with MARK Q ( ) B0.11D 2 ROWS 017 on.. - Use adh MAN( d ( ) Lsdge fa Moa Ughl Bt INF 43; vid33: 1/21 2j7 3-11d 0 0 0 O O shathkg atladment APA®Rded Smal , Fp Mni Lm a err SNRdied flan Minimum width 2 5/16' Sall block all posts from above to bearing below Owom tam G -P Lam LR or with a l number of squash Meeks o 0 0 0 0 Ghulam Bmm Ni J ROWS 017 o.c. - On with NAflN N ( ) Btl.IED 2 ROWS 0 6' a c. -Use On NMN) ( ) 0 O O O 0 0 O O 0 O O O 0 0 0 0 CD LUIGI PASCARELLA, P.E., PLLC CONSULTING ENGINEER 36 FOX LANE DIX HILLS, N.Y. 11746 (631)421-3734 PROJECT TITLE: CHUISANO RESIDENCE SOUND VIEW ROAD SOUTHOLD, N.Y. DRAWING TITLE: WOOD I BEAM DETAILS 3 CHANGED BASED ON FIELD CONDITIONS 10/12/04 LP 2 CHANGED BASED ON FIELD CONDITIONS 7/12/04 LP 1 CHANGED FROM SLAB ON GRADE TO CRAWLSPACE 5/12/04 LP REV. DESCRIPTION DATE INITIALS THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ENGINEER. UNAUTHORIZED ALTERATION OR ADDITION TO THESE PLANS IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.