Loading...
HomeMy WebLinkAbout39486-zNAILING SCHEDULE (A5 PER 2001 WFCM TABI F 3 ' ) SEISMIC DESIGN CATEGOK' NUMBER Of NUMBER OF 1Ct Snttn VNDUJA' HENT IrOuiPEU JOINT DESCRIPTION COMMON NAILS BOX HAILS NAIL SPACING ROOF FRAMING RAFTER TO TOF ELATE (TOE -NAILED) (TABLE 3 4N 3 - 8d 3 - Od FER RAFTER CEII ING J015T TO TOP PLATE (TOE-NA'1 ED) (TABI F 3 4N 3-8d 3 - 1 Od FOR JOIST CEII ING J015T TO YARN IEI KAFTEK (FACE -NM EU) (HEEL O'NT) JOIDTS J015T S'nClll, 24' 313210 I COC RAFTER 3 12 10 . 16d 10-406 MOD TO SLOPE A 12 8- IGd 8-40d EACH Ar (TA51 E 3 9N 5 12 6 - 16d 6 - 40d SEVERE 71Z 5 16d 5-40d I • 9 12 AND GREATER 4- I rd 4- 404 31321 CEILING JOIST LAPS OVER PARTITION (F-ACE-HAIFEU) 11tl tLOOR 01&-u GM Orth NGb VIDor 12'01, Do% OF DI DG DIMFNS-ON RAFTER SLOPE 3 12 10 - 16d 10 .401 OC. (TABLE 3 9N 4 12 8- 1 Gd 8 - 40d OPNG 512 G -IGd 6-404 EACH LAP 7 12 5 IGd 5.406 3 1 33, 9 12 AND GREATER A- IGd 4. 40d wN1>IDU SrnuvG 24'0C COLLAR TIE TO RAFTER (FACE -NAILED) CIR IG' PREFAB RAFTER SLOPE 3 12 3- IOd 3- IOd WA (TABLE 3 6N 4 12 2- 104 2- I Od I G 512 2-lod 2-IOd FOR TIE 6 12 AND GREATER 2- I Od 2 - I Od ROOF 5Y5TELA5 BLOCKING TO KAFTER (TOE-NNI ED) 2-66 2 - I Od EACH END RIM BOARD TO RAFTER (END -NAILED) 2 - 166 3 - 16d EACH END WALL FR.AWIING TOP PLATE TO TOP PLATE (FACE-NNL EU) In Aru ON 5MrATNING NN1rU A W O C Al PINFL nEb 2 - 16d 1 2. 6d PER FOOT TOF FLATE5 AT INTERSECTION5 (FACE -NAILED) A. 16d 5- 164 JOINTS -EACH SIDE STUD TO STUD(FACE-NNIED) 2-IGd 2-166 24.00 HEADER TO HEADER (FACE-FIAII ED) 16d I Gd I G' OC At ONG EDGES 31340 2- I6d 2 - 40d FOR 2x4 STUD TOY OR BOTTOM PIATE TO STUD END -NAIL EU) 3- 16d 3 - -IOd PER 24 STUD BOTTOM EFATE TO FLOOR JOIST, MANDJO15T ENDJO15T OR B' OCKING 2 - 16d 2- 166 PER FOOT (FACE -NAKED) (BASED ON SHEATHING NAILED Cw G' 0 C AT PANEL EDGE) -EQUIPMENT 5 FLOOR FRAMING JOIST TO SILL, TOF PLATE OR GIRDER (TOC-NNFHU) 4 -06 4- 106 FEF, J015T BRIDGING TO J015T (TOE-NNLEU) 2 - 86 2- Od EACH END BLOCKING TO JOIST (TOE -NAZI ED) 2 - Ed 2 - 100 EACH END - BLOCKING TO SII L OR TOP PLATE (TOE -NAZI EU) 3 - 16d A- 16d EACH BLOCK LEDGCK 5TGF TO BEAM (FACE-NA'LED) 3 - Md 4- 166 EACH J06T J015T ON LEDGER TO BEAM (TOE-NNI ED) 3 - 8d 3- 1 od PER J015T BAND J015T TO JOIST (END NAILED) 3 - 16d A- IGd PEK JOIST BAND J015T TO SILL O.1. TOP PI ATE (TOE -NAILED) 2 - 16d 3- 166 PEK FOOT ROOF 5HFATHING STRUCTURAL PANELS GL. PANEL INTEKMEL ATE (TABLE 36) -GLASS UI EDGES SUPPOKT5 INTERIOR ZONE 66 1 O 4' G' HD FERIMETEK EDGE ZONE Od I Od 40 4' GAB%E ENDWNL RALE WITH IOOKOLTT BLOCK 8d I Od q A. CEILING 5HEATHING GYPSUM WN L50ARD 5d COOLERS 5d COOL ERS 7'EDGE/10'FIELD WALL 511EATIIING STRUCTURAL PANEL NTERMEDIATE PANELSHARDINI IDR. -LEADER (ALUM LION) EDGE5 5UFPOKB INTERIOR ZONE 86 I Od 6' G' (TABLE 3 9) 4' EDGE ZONE 6d I od 6' 6' FIBEKBOAKU PANELS 7/10 663 - 3' EDGE I G* FIELD 25/32' 8d 3 - 3' EDGE / G' flEID CYFSUM WALLBOARD 56 cool FRO Sd COOLERS 7' EDGE / 10' HEI D FLOOD, 5hEATHING STRUCTURAL PANELS I. OR LESS 8d Cd G. EDGE / 12' FIELD GKEATEKTHAII I- lOd Gd 0EDGE/ 0 FIELD NAILING NOTES I NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED G' ON CENTER A( THE PANEI EDGE I` WAIL 5HEATHING 15 NAZI ED 3' ON CENTER AT T11C PANEI EDGE TO OBTAIN HIGHER SHEAR CAPACITIES. 14AILING REOUIREMEILTS FOR STRUCTURAL MEMBERS 511AI I BE DOUBI ED, OR ALTERNATE CONNECTORS, SUCH AS SI TEAR PI ATE5, 5HAI I BE USED TO MAINTAIN THE LOAD PATH 2 WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NNIS 5HA1 I TIE PERMITIED TO DE REDUCED TO I - ' Gd PER FOOT 3 COKKO51ON RESISTANT I I GAGE ROOFING MAILS AND 16 GAGE 5TAPLE5 ARE PEKMI TTW, VERIFY WITH RESIDENTIAL PUIIDING CODE OF NEW YORK. FOR ADDITIONAL REQUIREMENTS 4 ALL OI IANTITIE5 ARE 9A5ED OH 16' OC SPACING FOR RAFIER5, JOISTS AND STUDS 5 FOR ROOF SHEATHING WITHIN 4 FEET OF TI IF YCRIMETEK EDGE OF THE ROOF, INCLUDING 4 FELT ON EACH 5'DE OF THE ROOF PCN„ THE 4 FOOT PERIMETER EDGE ZONE ATTACHMENT REOIAREMENT5 5HAI I BE U51D 6 FOR WAI L SHEATHING MTII!N 4 FEET OF THE CORNERS, THE 4 FOOT EDGE ZONES ATTACHMENT REQUIREMENTS SHALL BE USED CLIMATIC * GEOGRAPHIC DESIGN CRITERIA GROUND SNOW TOAD VANS (SPEED IN MFH) SEISMIC DESIGN CATEGOK' SUBJECT TO DAMAGE BY WIl DESIGN TEMP 1Ct Snttn VNDUJA' HENT IrOuiPEU FLOOD HAZARlX V.I:AIHER- FK09111NL TERMITE DECAY FLOOR 5YETEM5 AD.I -ADJACENT ING DEPTH JOIL85FNI 2G' 3132. - A'A' JOIDTS J015T S'nClll, 24' 313210 N/APER IG' -AS PFR MOD TO SLIGHT TO 21n WA NIC 20 FSE 120 R 301 2 2 SEVERE 3' 0' HEAW MODERATE I • YES NO GARAGE REPLACEMENT OLSEN RESIDENCE LAUREL, TOWN OF SOUTH OLD, SUFFOLK COUNTY, NEW YOLK GENERAL NOTES I CONTRACTOR SHALL VERIFY ALL JOB AND FIELD CONDITIONS, AFFECTING All WORK AND OBTAIN ALL DIMENSIONS TO INSURE THE PROPER STRENGTH FIT AND LOCATION OF THE WORK REPORT, IN WRITING, TO THE ARCHITECT ANY AND Al I CONDITIONS WHICH MAY INTERFERE WITH OZ OTHERWISE AFFECT, OR PREVENT THE PROPER EXECUTION AND COMPLETION OF THE WORK, 2. ALL CONSTRUCTION SHALL COMPLY FULI Y WITH THE APPLICABLE PROVISIONS OF THE NEW YORK STATE BUILDING CODE LATEST EDITION AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. 3 ALL REQUIREMENTS SPECIFIED IN THE CODE 51-411. BC ADHERED TO AS IF THEY WERE CAL LPD FOR, OR SHOWN, ON THE DRAWINGS 1,l H DRAWINGS MAY 51 MODIFIED BF All ARE N T E TO MEAN THAT ANY REQUIREMENTS SET FORTH O THE D OD D C SE THEY THIS SHALL NOT BE CO 5 RU D r r - n REQUIREMENTS M. -NT OR BECAUSE THEY ARE NOT SPECIFICAtI Y REQUI :ED BY COD-. MORE STRINGENT THAN THE CODE R QU RE 5 4 CONTRACTOR SHALL OBTAIN ALL NECE55APY PERMITS AND ARRANGE FOR ALL INSPECTIONS AS REQUIRED BY APPROPRIATE BUILDING DEPARTMENTS ETC. CERTIFICATE OF OCCUPANCY, UNDERWRITERS CERTIFICATE, WARRANTEES AND LIEN RELEA575 SHALL BE OBTAINED BY CONTRACTOR AND DELIVERED TO OWNER PRIOR TO FINAL PAYMENT. 5 DO IIOT SCALE THE DRAWINGS, ANY DISCREPANCIES SHAH BE REPORTED, IN WRITIt'G TO THE ARCHIP,:CT FOR CLARIFICATION 6 GENERAL CONTRACTOR SHALL COORDINATE FOR EASE AND RAPIDITY OF CONSTRUCTION THE WORK OF ALL TRADES. ALL SLOTS, SLEEVES AND/OR OTHER OPENINGS TO BE COORDINATED AND SET BEFORE POURING CONCRETE 7. CONTRACTOR SHAT L PROVIDE All THE NECESSARY SUPPORT, BRACING, SHORING, FTC , (TEMPORARY ANWOR PERMANENT) AS REQUIRED FOR THE SAFE IN5TAl I ATION OF NEW CONSTRUCTION 8 REPAIR ALL DAMAGES TO EXISTING BUILDINGS t SITE INCURRED DURING COARSE OF CONSTRUCTION REPAIR MATERIALS, WORKMAN5HIf AND FIN15H 5HAI L MATCH [XISTIHG ADJACENT UNIF55 OTHERWISE DIR"CTPD BY OWNER CONCRETE I ALL CONCRETE SHALL BE STONE CONCRETE AND StlAll OEVLI OP A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS OF 3000P51 UNI E55 OTHERWISE NOTED CONCRETE EXPOSED TO WEATHER SHALL BE NR ENTRAINED. 2 DETAILS AND GEHERAI PROVISIONS, FOR CONCRETE CONSTRUCTION, 5HAI I CONFORM TO THE REQUIREMENTS OF THE LATEST ACI BUILDINGS CODE, ACI 318, AND MANUAL ACI 3' 5 CARPENTRY 1. Al L WAN BEARING BEAMS TO HAVE STANDARD ANG1 E5, ANCHORS AND BEARING PLATES, UNI E55 OTHERV1I5E NOTED 2 Al I STRUCTI�AL FRAMING ll )MBEP 5HA ) BE #2 OR BETTER DOUG -FIR FB= 200 P 5.1 AND E = 1600 000 P 5 1 UNIE55 OTHERWISE , . ll INDICATED, N9TH SFF UTILITY 5HOE5 AND PLATES, STUD GRADE FEE ALL I INTE15 SHALT BE DOUG -FIR WITH FB = 1450 P 5 1 3. ALL ROOF PLYWOOD PANEI S 5HAI L BE EXTERIOR CDX GRADE, WITH EXTERIOR CI UE, 5HAI L MEET THE REQUIREMENTS Or THE LATEST EDITION OF THE U 5 PRODUCTS STANDARD P5-) , AND SHALL BE IDENTIFIED WITH THE AFPP.OPPIATE GRADE TRADEMARK OF THE AMERICAN PLYWOOD A55OCIATION. 4 WOOD 5TRl/CTURAL MEMBERS IN CONTACT WITH MASONRY, OR CONCRETE, MUST BE PRESERVATIVE TREATED, WITH Oil -BORNE CHEMICALS OR CRI-O5OTE, TO DEFINITE RETENTION5 AND PENETRATIONS II: ACCORDANCE WITH THE AWF'A 57ANDARD5 C -I AND C-2. BEARING PLATES, AND MOISTURE BARRIER, SHALL BE PROVIDED BETWEEN WOOD MEMBCR5 AND WAI L. 5 ALL LUMBER AND CONNPCTIONS SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE BUILDING CODE AND WITH THE NATIONAL DESIGN 5PECIFICATIONS FOR 5TRE55 GRADED I UMBER AND ITS FASTENINGS. I UMBER 5HAU B[ FUKNLSHED AND INSTALLED, COMPLETE WITH ALL FASTENINGS, ANCHORS, BLOCKING, BRIDGING, SADDLES, HANGER5, ETC REQUIRED TO COMPLETE THE JOB. ALL STEEL BOLTS CONNECTING WOOD MEMBERS SHALL BE SUPPLIED WITH AND TIGHTENED AGAINST STEEL WA5HEP5 OR PLATES. JO15T HANGERS AND CONNECTORS, STEEL BRIDGING AND OTHER SPECIAL CONNECTIONS AMC) HARDWARE MUST BE INSTALLED IN ACCORDANCE WITH NEW YORK STATE BUILDING CODE PEOUIREMENT5. WHERE FASTENERS ARE NOT SPECIFICALLY INDICATED OR SPECIFIED THEY SHALL BE FURNISHED IN ADEQUATE NUMBLR AND SIZE G AL L CARPENTRY WORK SHALL BE PERFORMED IN CONCORDANCE WITH GOOD TRADE PPACTICE, RECOMMENDATIONS OF MANUFACTURERS' AND IN CONFORMANCE WITH THE NEW YORK STATE BUILDING CODE, AND THESE SPECIFICATIONS. A DOUBLE ALL .1015T5 UNDER FARMIFI PARTITIONS ABOVE B FASTEN SECURELY All FART5 OF CARPENTRY WORK IN THEIR PROPER I'I ACE, BRACE, PL UM3 AND LEVEL At I MEMBERS AND SECURE WITH SUFFICIENT NAILS, SPIKES AND BOLTS TO INSURE RIGIDITY. C NAIL LAPPED JOISTS OVER ANY BEATING TOGETHER WITH TWO I OD NAILS, 5ECU"1';J BUTTED J015TS V✓ITH I INCH WIDE BY 18 INCH METAL STRAPS AND TWO 5D NAIIS TO EACH J015T. D. PROVIDE 50LID SURFACES AT LEAST 1-1/4 INCHF5 WIDE, IN BOTH DIRECTIONS, AT ALL CORHFRS FOR SECURING DRYWALL, ETC FORM SURFACES WITH FRAMING MEMBERS, OR WITH 2 -INCH WOOD BLOCKING SECURED AT I EAST TWO 6D NAILS AT EACH END F TAIL JOISTS, OVER 4 FEET LONG, AND I-TADER JC15T5 5HAU BE HUNG IN APPROVED METH 5TIRRUF5, OR HANGERS, AND SPIKED SECURELY UNI E-55 SUPPORTED ON A WALL OR GIRDER F. At L STUDS 5HAI L BE PROVIDED AND SECURED TO SUPPORTING MEMBPR5 IN STRICT ACCORDANCE WITH NEW YORK STATE CODE AND AS NOTED HEREIN (1) PLATES AND BLOCKING SAME WIDTFI AS RELATED STUDS OR WIDER. (2) FRAMING TO SUIT WORK OF OTHER TRADES (3) PROVIDE 50LID BEARING FOR FIAL WIDTH OF TRUSSES, RAFTERS, GIRDERS, ETC . G ROOF SHEATHING, 5HAI 1 BE 1 ND WITH FACE GRAIN AT RIGHT ANGLES TO SUPPORTS, LOCATE END JOINTS OVER SUPPORTS, STAGGER JOINTS 7 WHERE RAFTERS AND JOISTS FRAME, INTO OTHER WOOD BEAMS, PROVIDE SIMPSON, 18 GAGE GAI VANIZED STEEL .1015T HANGEK. 6 PROVIDE FIRE STOPPING AS PER NEW YORK STATE BUILDING CODE REQUIREMENTS. 9 A11 STEEL HARDWARE IN CONTACT WITH PRESSURE TREATED LUMBER SHAH BE 5TAINLE55 STEEL WINDOW NOTE ALL NEW WI'DOW5 AND GLA55 DOORS SHALL MEET THE RFQUIREM"- 5 OF THE I ARGE M1551LE TEST OF A5TM E 199E AND OF, ASTM E 1880 OR I THP CONTRACTOR 511AI I PROVIDE PRECUT 1/2" PIYWOOD PANELS TO COVER THE GLAZED OPENINGS t SNAIL PREDRILL ED3E5 AT 12'0 C TO ACCEPT 2-1/2'#b WOOD SCREWS AND PROVIDE ADEQUATE NUMBER OF 5CRE5 FOR FASTENING PRESCRIPTIVE DESIGN LIMITATIONS: SITE PLAN III =301 .goo 0 /y o V 0 e �r ATTRIbIffE LIMITATION "N"'f`M3 5FChONI F*UE£D FI'OPODru 911 ANTER OF DTORM 3 1 1 3 1. I Ill MAX FLOOR 5YETEM5 AD.I -ADJACENT MFG'R WM5ER JOIL85FNI 2G' 3132. - A'A' JOIDTS J015T S'nClll, 24' 313210 - IG' -AS PFR LANIIIIVFKS - MIPPOI 1 IN610AUUFN'ING WfJ I S OL SHFNWN15 J(/[pIM1)' 3132c 21n WA NIC 5"15&05-I0ALAN IN6 WN15 MbvrNtwN15 / 3132n 21/ WA mom VERTICAL FLOOR OFF517 / 3132c 12 WA DIAPHFp WD Rook DA"IIAG11 AS LCT MIND IAbl - f Ibb 31321 11tl tLOOR 01&-u GM Orth NGb VIDor 12'01, Do% OF DI DG DIMFNS-ON 31329 14 NA OC. WALL 5Y5TEM5 CJ -CEILING JOISTS OPNG -OPENING IOMFlFRINGWNI HFIGW Id 3133. OPP M'o' CANT NON IOAUBEAWNG WNL MIGHT 2a 3 1 33, & D' WALL DMIS wN1>IDU SrnuvG 24'0C 31331, CIR IG' PREFAB bntARwKL UNI- OrrrT 4 e 1 e:c 1 5 3 U, WA SHEARWAIL' SHFARWNI STOEI'@FSR / 3 1 3 A I G WA D SHEAKWNI SrGMENT5 I5PFCF IAT'O TADIF 317U 313Ad 17 142 -DOUBLE ROOF 5Y5TELA5 DIA -DIAMETER DUMMER NAFTFR 51 -AN (HORPONTN VKOJFQIDN) M' 3 1 34. -DISTANCE 7' G' RAFTER] EAITEK; vwNNG 24'0L 31341, R IG' DWG RA 1Tk OVH HANG UHNGTH W' FAVI C ESS OF 2 OR W7EK DEAN 5 3 1 34, 2 1 p'x RARr OVERHANG I ENGTH I EDD OF 2 OR F1314 IN DPAN 2 1134_ 21.1 G' REQD EOOF 5101T RAT -1212 31340 -EACH VARItS KWr I,OOFOIWhALMS ROOF DIAPHM A51TCT MT10 iADlC31GA .'AG 3134' RM. 1125 EQ SITE PLAN III =301 .goo 0 /y o V 0 e �r LIST OF DRAWINGS A-0 TITLE SHEET 4 NOTES A -I PLAN5, ELEVATIONS <SECTION CODE ANALYSIS OCCUPANCY Rc5wJc.tU : r G age REFERENCE STANDARDS Re50,ntwl Code of New York State Wood frame Conotl uctloll Manual AF 4 PA DE516N I OAD5 Athc5. 20 p51F Rooms other than 51ccl ing Roams• 40 p5f 5ta,m: 40 p5f Handra115. 200# Roof 20 p5f ground Snow load 13d51c Wmd Speed 120 mph Uplift 16.1 # Dead L.oar15 I O psf DEFLECTION LIMITS R/9crs With no ccdmg att fLcd L / 180 Floors t / 3E0 TABULATIONS AREA F PROPERTY -- O 25,000 SF AREA -XI I. - n OFF ST NG BUR DR'r , - 1.93 SF ARCA OF PROI'05FD GARAGE = 510 SF COVERAGE = S 81 NJ IOA2 DATE RGi£Aal�y ROBERT C. TASTE A.I.A. ARCHITECT 620 05TRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 F 651-921-0144 OARAOE REPLACCIAENT OLSEN RESIDENCE LAUREL, TO'rV OF 3OJTFiOID SUFFOLK COUNT-, NEW YDRK SITE PLAN d NOTES 1 DRAWING PEIJ: R a MAY 35 , 2014 xALe, -1081101 "II 1 \'t, F I., ,y't DRAWN91,0 S,�Ft CHA,E'Nx'?iT. xSr E A' F\t� toj ADDREVIATIONS A M MAX -MAXIMUM AD.I -ADJACENT MFG'R -MANUFACTURER AFF. -ABOVE FINISHED FLOOR M15C -MISCELIANEOUS ALUM -AI UMINUM II NP -AS PFR NA -NOT APR[I CABLE B NIC -NOT IN CONTRACT NT5 -NOT T05CALE BI OG -BURDING C OC. -ON CENTER CJ -CEILING JOISTS OPNG -OPENING CT -COHART155 OPP -OPPOSITE CANT -CANTIIEVER P CEII. -CEILING FNL -PANC1 CIR -CLEAR PREFAB -PREFABRICATE COL -COLUMN PRESS. -PRESSURE CONIC -CONCRETE PROP. -PROPERTY D PT -PAINT DBL. -DOUBLE Q DIA -DIAMETER R DIST. -DISTANCE DN -DOWN R "RISER DWG -DRAWING RCNYS -EI SIDENTIAI. CODE OF N!W YORK, STATE RELINE -RLINFORCE REQD -REQUIRED E -EACH REV -REVISION EP -ELECTRICAL PANEL RM. -ROOM EQ -EQUAL RR -ROOF RAFTERS FQUIP -EQUIPMENT 5 EXT -EXTERIOR SD -SMOKE DETECTOR F 57 -SQUARE FOOT (FEET) FIN. -FINISH T FL -FLOOR T -TREAD FLUOR -FLUORESCENT TEG -TONGUE AND GROOVE FP -FIRE PROOF T05 -TOP OF 5TEEI FG -FIBERGLASS TOW -TOP OF WALI G TYR -TYFICAI GAN. -GALVANIZED LJ GL. -UNI E55 OTLIERWI5E NOTED -GLASS UI H U,O N. -UNDERWRITERS LABORATORIES HDR. -HEADER. V HD -HOLD-DOWN STRAPPING VIE -VERIFY IN FIELD I W INSUI -IN5UI ATION W1 -WITH INT. -INTERIOR WWF -WELDED WIRE FABRIC WP -WATERPROOF IDR. -LEADER (ALUM LION) LIST OF DRAWINGS A-0 TITLE SHEET 4 NOTES A -I PLAN5, ELEVATIONS <SECTION CODE ANALYSIS OCCUPANCY Rc5wJc.tU : r G age REFERENCE STANDARDS Re50,ntwl Code of New York State Wood frame Conotl uctloll Manual AF 4 PA DE516N I OAD5 Athc5. 20 p51F Rooms other than 51ccl ing Roams• 40 p5f 5ta,m: 40 p5f Handra115. 200# Roof 20 p5f ground Snow load 13d51c Wmd Speed 120 mph Uplift 16.1 # Dead L.oar15 I O psf DEFLECTION LIMITS R/9crs With no ccdmg att fLcd L / 180 Floors t / 3E0 TABULATIONS AREA F PROPERTY -- O 25,000 SF AREA -XI I. - n OFF ST NG BUR DR'r , - 1.93 SF ARCA OF PROI'05FD GARAGE = 510 SF COVERAGE = S 81 NJ IOA2 DATE RGi£Aal�y ROBERT C. TASTE A.I.A. ARCHITECT 620 05TRANDER AVENUE RIVERHEAD, NY 11901 631-599-8106 F 651-921-0144 OARAOE REPLACCIAENT OLSEN RESIDENCE LAUREL, TO'rV OF 3OJTFiOID SUFFOLK COUNT-, NEW YDRK SITE PLAN d NOTES 1 DRAWING PEIJ: R a MAY 35 , 2014 xALe, -1081101 "II 1 \'t, F I., ,y't DRAWN91,0 S,�Ft CHA,E'Nx'?iT. xSr E A' F\t� toj I I I ------------------� I NORTH ELEVATION SCALE 1/4" = I Irl, b h X DOOR - n I 1 I I L_--------T------_--- I SOUTH ELEVATION SCALE: 1/4" = 1'-0" ASPHALT SHINGLES AS SELECTED BY OWNER OVER 50* FELT i SIDING A5 DIRECTED BY ' OWNER OVER TYVEK HCUSE- WRAP F --- I L_ -- I I EAST ELEVATION SCALE : 1/4" = 1'-0" ASPHALT SHINOLE5 AS SELECTED BY OWN=R OVER 5C* FELT I / SIDING AS DIRECTED -I}- OWNER OVER TYVGK HOO USE WRAP -I- - - - - — - I I DOCK WEST ELEVATION SCALE : 1/4" = P -O" ROOF RAFTER IP CEII ING JO15T5 KFFFK TO rIAN5 FM517F t 5FACING 51MF50N H2© IPOC 5-u COMMON NNIS @ EACH EI'U FXTFRIOKWAIL 5TUD5 NFFFK TO YI ANS FOR 511F t 5FCTl FORsrACMG / l RAFTER/TOP PLATE STRAPPING _ n- I 5CAIF NONE TW DOUBLF STUD MIN ®SNEARWNL HARDWARE LOCATIONS TW NAILING 2 ICd 10 O C STUD TO STUD "I —, rANEI EDGE NAII INC, 3• E' WALL M OUIUD HOLDDONN HFIC.HT CN'ACI [1`,) 8' 5850 3375 Y' 5VACING ALLOT LIOWDCPhN 11,61AIIATION END WALL 2-1 Ed COMMON NNIS Q E 0 C COKNFR STUD CONNFCTFD TO TI,AN5FER5HFAR CORNER HOLDDOWN DETAIL A-1 SCALE. NONE 15'-a 15'-a ATTIC PLAN SCALE: 1/4"= 1'-0' I 4•- I J" SEI F 5EAI ADHESIVE ON DOCK REI FF, TO I'IAN51101. 517F NAIL GUIDE LINE I I DAR ,11 J ROBERT C. TAST, A.I.A. I 620 OSTRANDER AVENUE RIVERHEAD, NY 11,101 AS DIRECTED BY OWN 'N I SECTION 5 FOR 5FACING� li 3/5'-7/190 ZMO COATED N a CRAWRI6 PREPARED MAY 25, 2014 TRI, SMOOTH SHANK nTFF[. I ffII G0N RAIL I ,4 X q Y2" LVL- RIDGE I 1. 5/8' 0 All MT I p I-' o n DOOR raW[R 1 I I I I I I 31_0' I I I I I I I I L I I I I I I I I I I I NAILING DETAIL T I I SCALE - NONE I I 2 6 RR a I i 2X6 RR r 1 5/d' X q 12,11 LVL (- -❑_ I 2x6 I I 2XC RR C1 2X6 RR Cu I I I l I I I I ISI WI I I I I I I I I I I I I I It I Sip � I bX6, W4OIA40 WWF OVER 6 I �91 j I I _ K I I II 1 SELECTED BY OWNER OVER 30* FELT I I I I I x I 3' OI OITFU 50UARF WASHER III XMI I I I X • EI I I I I I I I CONCKRIT SLAD PREFER I I I I I I I I I I I I I I II I I I I I I I I I I I Ow l a -a' x 7' H DOOR NOW I T I I I I I I I I I I I I I I GFI I I I II I I II L - - -I6"X S_GONO FOOTING I I I L NFRJFORGING b J TSV DOVm (2)2x10 i •\L1 12 SEE rl uv CH 5/8.0 ANOR DOLT O I Ni or 5IF 2x8 15'-a ATTIC PLAN SCALE: 1/4"= 1'-0' I 1 s'o• mot HOW HOW 00%-N DO";, DOWN I I T1 I 1 !I2)2X---4 ---R05JTIIIIllI'I3 (2)2XIOIU5 (3)2XIO Fn 1 - "I GFI v 4•- I J" SEI F 5EAI ADHESIVE ON DOCK REI FF, TO I'IAN51101. 517F NAIL GUIDE LINE __ DAR REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11,101 AS DIRECTED BY OWN 'N I SECTION 5 FOR 5FACING� li 3/5'-7/190 ZMO COATED N a CRAWRI6 PREPARED MAY 25, 2014 TRI, SMOOTH SHANK nTFF[. ,JOG NO, 50155-7 IS It.I I ,4 X q Y2" LVL- RIDGE OR 1. 5/8' 0 All MT I p I-' o n DOOR raW[R 1 IrROROOFING11MLS AfrROVED EOl1AI - A-1 31_0' 1 5 5/8' NOVINAL UNEXFO',ED L k t TnKOUGH BOTPI LAYFRS 2 ROOF SHINGLE NAILING DETAIL A- I SCALE - NONE 1 s'o• mot HOW HOW 00%-N DO";, DOWN I I T1 I 1 !I2)2X---4 ---R05JTIIIIllI'I3 (2)2XIOIU5 (3)2XIO Fn 1 - "I GFI v I P,IDGE STRAP A -I SCALE NONE CONTINUO -1O KIDGF VENT 51MP50N 0520@ 100C 8 54 COMMON NAII5 IN EACH EI D OI "MV MIN ROOF KAFTFKS REFER TO MANS FOR SIZE C SPACING NOR KIWF 5TKN' MAY DF 5UB5TITUTFD FOP, 24 COWR TIED IN UrrEK I� OF ROOF Q 16. O C 15'-a p REI FF, TO I'IAN51101. 517F L I IGHT5, 5WITCHE5 It RECEITACI E5 q __ DAR REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11,101 AS DIRECTED BY OWN 'N I SECTION 5 FOR 5FACING� li LALREL, TOM OF SOVDioL Iz I a CRAWRI6 PREPARED MAY 25, 2014 I ,JOG NO, 50155-7 IS It.I I ,4 X q Y2" LVL- RIDGE 1. 5/8' 0 All MT I p I-' o n DOOR raW[R 1 - A-1 - ' GFI 17 ----- _---- GFI I H3 P05T AEOV1- 1 5/d' X q 12,11 LVL (- -❑_ I I I I D" GONG. FOUNDATION WALL II I W I I l I I I WI I I I I UNEXCAVATED I . I I I O I 4' GONr SLAB ABOVE WITH I I I bX6, W4OIA40 WWF OVER 6 I ASPHALT SHINGLES AS I -- — _ I III I I MIL VAPOR BARRIER I I I II 1 SELECTED BY OWNER OVER 30* FELT I I I I I I 3' OI OITFU 50UARF WASHER III I I I I I I I I PLYWOOD SHEATHING I I I I I I CONCKRIT SLAD PREFER I I II I I I I I I II �Y2" 2X6 RR m b" O G. I I II I I Ow l a -a' x 7' H DOOR NOW I I I I I OLD I II II I I II L - - -I6"X S_GONO FOOTING - 9 I NFRJFORGING b TSV DOVm (2)2x10 i •\L1 12 SEE rl uv CH 5/8.0 ANOR DOLT O I Ni or 5IF 2x8 2'-4. 10-4. --41' I FLOOR PIAN SCALE . 1/4" = I' -d' I P,IDGE STRAP A -I SCALE NONE CONTINUO -1O KIDGF VENT 51MP50N 0520@ 100C 8 54 COMMON NAII5 IN EACH EI D OI "MV MIN ROOF KAFTFKS REFER TO MANS FOR SIZE C SPACING NOR KIWF 5TKN' MAY DF 5UB5TITUTFD FOP, 24 COWR TIED IN UrrEK I� OF ROOF Q 16. O C 15'-a p --_------------ 2'_4• 1U-4 - 2•-4' IL 15'-a I ICl::)I FOUNDATION PLAN \ / SCALE 1/4" = P-0" FXTFRIOR INA[[ 5NU.`. REI FF, TO I'IAN51101. 517F I— __ DAR REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11,101 :II I SECTION 5 FOR 5FACING� li LALREL, TOM OF SOVDioL Iz I PLANS ELNATION5 l SECTION CRAWRI6 PREPARED MAY 25, 2014 I ,JOG NO, 50155-7 IS It.I I ,4 X q Y2" LVL- RIDGE I 5/8' 0 All MT I p I-' 1 - A-1 HAUNCH BLAB 12" I ' F9 3'-a X 12" X E" UNDER I H3 P05T AEOV1- 1 5/d' X q 12,11 LVL (- -❑_ I I I I D" GONG. FOUNDATION WALL II I W I I l I I I WI I I I I UNEXCAVATED I . I I I O I 4' GONr SLAB ABOVE WITH I I I bX6, W4OIA40 WWF OVER 6 I ASPHALT SHINGLES AS I -- — _ I III I I MIL VAPOR BARRIER I I I II 1 SELECTED BY OWNER OVER 30* FELT I I I I I I 3' OI OITFU 50UARF WASHER III I I I I I I I I PLYWOOD SHEATHING I I I I I I CONCKRIT SLAD PREFER I I II I I I I I I II �Y2" 2X6 RR m b" O G. I I II I I TO PLANS FOR I I I I I I I II II I I II L - - -I6"X S_GONO FOOTING I NFRJFORGING b 12 --_------------ 2'_4• 1U-4 - 2•-4' IL 15'-a I ICl::)I FOUNDATION PLAN \ / SCALE 1/4" = P-0" FXTFRIOR INA[[ 5NU.`. REI FF, TO I'IAN51101. 517F NII -ETR DAR REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11,101 631-Sqq-8106 F 631--12-1-0144 I SECTION 5 FOR 5FACING� OLSEN RESIDENCE LALREL, TOM OF SOVDioL SUFFOLK GOIRRY, NEW YORK PLANS ELNATION5 l SECTION CRAWRI6 PREPARED MAY 25, 2014 SGALC, ,JOG NO, 50155-7 F ;IEwY 5 ,,SAS CHAI, 09� I ,4 X q Y2" LVL- RIDGE O F t, ��• 5/8' 0 All MT n, T J� - A-1 F9 3'-a 'I12 1 5/d' X q 12,11 LVL (- -❑_ _-- _ 2 GAMBREL RIDGE O ASPHALT SHINGLES AS 2" IN. -I-- -- — _ I III I 1 SELECTED BY OWNER OVER 30* FELT T b I I 3' OI OITFU 50UARF WASHER III PLYWOOD SHEATHING _ ttl I CONCKRIT SLAD PREFER �Y2" 2X6 RR m b" O G. TO PLANS FOR V CMU FOUNDATIONI NFRJFORGING b 12 SEE rl uv CH 5/8.0 ANOR DOLT O I Ni or 5IF 2x8 Tto DVANTEG OR CONT. 2X6 PLYWO0 SHEATHI ^ b ( 4 ANCHOR BOLT SPACING 2XI MI6" OG A -I SCALE PIONE a• FXTFKIOR WALL STUDS, N LEI EK TO rI AND FOR 517E 4 �N 6 5FCTION5 FOR SrACING – i0 13-1 W COMMON NAII5 TOTAI a) 51Mr5oN 15TA3c wxnrr'ED AROUND UaJBIf SILL MUTE b 4" 44 CNG. SLA /W4.0 WW WITH 6X6, 16.0E Eli - 2 1 Od COMMON NAIL, 0 FKH PLATT OMU FOUNDATION WALL REI ER TO FI ANS FOR KEINFOR7,RIG / 5 1 SLAB/ FLOOR STRAPPING A -I SCALE NONE z,{k' �T iISI 8'GONG FOUNDATION WALL Ib" X e" GONG. FOOTING CRO55 SECTION SCALE : 1/4" = I'-0' NII -ETR DAR REMARKS ROBERT C. TAST, A.I.A. ARCHITECT 620 OSTRANDER AVENUE RIVERHEAD, NY 11,101 631-Sqq-8106 F 631--12-1-0144 6ARA6E REPLACEMENT OLSEN RESIDENCE LALREL, TOM OF SOVDioL SUFFOLK GOIRRY, NEW YORK PLANS ELNATION5 l SECTION CRAWRI6 PREPARED MAY 25, 2014 SGALC, ,JOG NO, 50155-7 F ;IEwY 5 ,,SAS CHAI, 09� DRAWING NO O F t, ��• n, T J� - A-1