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HomeMy WebLinkAbout1000-121.-1-1.3// ¢¢ 0 16'tJ-t' N'/4°24'45 .Iai 204.0~' SOUND AVENUE N S foV~\''j \ \ \ \ \ \ SITE DATA NOTES NOTE: The approved site development plan shall he valid for a period oftkree (3) years from the date of approval as code section 100-255. tDN~INtiit~'5 OtEt~TIt=ICATION ,,GU~VtE'r'o'~'¢ ¢.tE~.TIP I C. ATI ON I, NI NtiP.,'r' ADDITION MAOAt~.I VINF:"r'AF~125 M~t~ltuck, To~n o~ Soubholcl County, N~ York PRESENTATI ON 120 loP4 PLAN'I'IN~ DGHF:ZDUL~ PLANTIN~ NOT~ N S CC liD.Del' LIc~HTIN~ ~'~A~5 PA~KI 5-PL o"© e CC ASPHALT PA"C~h4ENT ~ 'PAP-KIN~ 5,,4 ¢A'~-5 " APPROX IOF CESSPOOL 18'LI'P N'74°24'45, .~ SOUND AVENUE 204,05,' N-/8o I-/'15,"~ N APPROVED BY PLANNING BOAr~D TOWN OF $OUTHOLD /_/' /*'-;:",. fr~,', r EN¢INEEt~'5 GID~.TIt=I~ATION 5Ut~.VE'r'Ot~.'S GEt~,TIt=IGATION I'NI N~=~.'r' ADDITION MAGAt~,I VI N~:¥AF~I:2~ o~ ~l~tti~uck, To~n oF 5outhold Suffolk Oount~, Ne~ York Tax ~o¢ OT,~.ot I000 S~:*To~ 121 Block O[ Lot Ol.D LANDSCAPE ~ ALI~NHENT ] 120 ~2t~.AINA¢I= G~.ITEI~.IA ~ GALGULATION5 T~IBUTAt~Y' AI~A I.I NOB ~1.1 TI~IBU'rAI~' At~EA :2.1 ~XISTINe~ [2t~.A I NACE / / POOLS 0 CC / / CB N-t4°24,4~ .~ SOUND AVENUE N S 00'4 e S~-°~ N 51'I'~ DATA TOTAL APPROVED BY PLANNING BOARD TOWN OF :~TI OLD DAT~ ~,..~ 3/~,j/ P',II Nt~P.'ff AI2i21TION MACAP. I ¥1NEYAP, J2¢ (2t Motf. ltuck, To~n o~ Suffolk County, N~ ~ork Lot OI.B .... ¢ -JUN. ~-~cord o~ ~evl~ion~ ! 5cc11¢: I" : 40' 12o PP.A[NAGE PIPE' I I I I 4000 P51 pP. ECADT CONCRETE NOTE OATC, H BADIN 2' x 4' FLUDH DP. ATE NTB GP. ANITE BELGIAN BLOCK CUP~B 4 ½" x 7" x B" MORE OR LEBB ~ 4oo0 ON COMPACTED BOIL BINDER COURSE ~--4 21 DI~Y DENDE AGGREGATE ~G" DTA~ILIZED BOIL BADE ASPHALT PA'CEMENT 5EGTION ~ t~I=L¢IAN BLOC, F. GU~4B TOPSOIL COMPACTED DOlL/ 4000 PB[ CONCRETE AT 2& DAYD ON COMPACTED BOIL MADON RY OVEI~-I~,U N / RECYCLED CONCP-~-TE / / BABE COUP, DE COMPACTED DOlL MA~DNI~,'r' OVt~t~,-t~.UN ~ETAIL NTD ~BEO h41XTUP-.E 3" TOPDOIL ¢ DEED 4- I/2 "OF ¢/4" 5TONEBLEND BABE G" DTABILIZED 50fL DLJB-DAB~ PAVEMENT 5E,~,TION NT5 1~ WEARING COUPE 5II BINDER CO U P~5 E ASPHALT TUt~.NDO~N NTB ~ W~ARING COUP~BE  k%'%-- G" DTABILIZED BOIL BADE 4000 PDI CONCRETE - AT 26 DAY5 ON COMPACTED BOIL N DATE APPROVED BY PLANNING BOAR, D TOWN OF $OUTHOLD // k~INER'r' AODITION MAGAI .I VI N;:'r'At D 5u~o[k Ooun~, N¢~ York OETAIL5 ~,e~cord o~ ~¢vl~lon~ 5co1~: ~' = 40' KEY' .,,o'",oc, $O~o¢'<' ,,~ oO. o_,,~. ,.,, , oO ~. <o / ~o'~ / o SOUND ¢¢ AVENUE 20~..OB' %_ N 51'f'~ PATA TOTAL AR~A NO"l'~5 EN,~INt~ER.'5 C,t~t~TIt=IC~ATION P~,ESENTATI ON I L PLANTIN~ S¢~HE~ULI= N s / 'A~,KI CC SOUND AVENUE CC Na'8 ° I"PI$"PI ~ TOTAl ~N~INEEt~,'S OBt~TIF:Id. ATION I~IN~'t' ADDITION MAF.,A~I VINt~¥ARJ25 1,4aH:it:uck, ToHn oP Sou'chold Suffolk Goun'¢~, NcH 'r'ork LANDDd, APE ~ ALI~NI,4ENT 4O o 120 ]::2~.AINA~= ~,IT~.IA ~ C~AIC, UIATION~ T~IBUTARY A~EA I.I 'r~I[~UTAR¥ AI~A .2.1 CB 0 IID.Dq' ) 6O CC 204.0~' N-TSO Iq',lB"lt, l SOUND AVENUE N S % , %.~.% .~ 7 o'~ of 2~or¢°°~ $oO¢ +4444 '31T~ PATA TOTAL EN¢INEEt~'D CERTIFICATION ~U~V'ET'OI~.'~ ~E~TIFIOATION ~INEi~¥ ADDITION MAd. A~I VINt==¥AfR.P5 at; Mat;t;lt;uck, To~n oP 5out;hold SuFfolk Oount;~, N¢~4 York ~ADIN~ * Df~.AINA®E 4O FIN I I I I NOTE C,ATC,H BASIN 2' x 4-' ~=LUDH DRAH~ NT5 GRANITE SELGIAN BLOCK. CURD 4 ~" x 7" x D" MORE OR LESS 4000 ON COMPACTED ~OIL ~/~2 ~ BINDER COUP~SE ASPHALT PA'CEMENT 5EC,TION ~ ~L¢IAN BLOC-K, C,Ut~D NT5 COMPACTED 50IL/ 4000 PSI CONCI~-TE AT 2B DAY5 ON COMPACTED 50IL MADONRY OVER-RUN -MOUNTABLE BELGIAN BLOCK. CURD ~ WEARING COURSE / RECYCLEDDADECONCRETEcouP.~ ~50IL / 2 ½ BINDER. COURSE DRY DENSE AGGREGATE ~%-- g" DTASlLIZED 50IL BASE 4000 PSI CONCPJ:-TE - AT 28 DAY5 ON COMPACTED DOlL OVER-RUN ~2~=TAIL NT5 3" TOPSOIL ¢ DEED 4-1/2 OF 3/4 5TONEBLEND BA.SE G" STABILIZED 5OIL 5UB-BA,5~ NT5 '-- 1½ WEARING COURDE ASPHALT NT5 t~N~INEEP.'¢ C,L=~TIFIC,ATION ~TAIL~ 40 0 20 ~0 [ 12o 40' , ,~,~ ~ REAR ELEVATION SCALE: 1/8" = LEFT ELEVATION PG. PI~,TTITI.IC.K, N"r' I~, 2OO9 ec~,~ I/4" = 1'O" EXISTING EXISTING FOUNDATION PLAN SCALE: 1/5" = 1'-0' EXISTING M,~TTITUCI~, NY EXISTING EX~ -- , o[_ COVERED PORCH ENCLOSED PORCH EXISTING EXISTING OPEN PORCH ENCLOSED PORCH STORAGE EXISTING EXISTING EXISTING EXISTING 1ST. FLOOR PLAN EXISTING MATTITU(~K, NY Ic)~c~mb~r 12,, 200'I I~CALlel/4" : 1'0" I JD nT1 ROOF PLAN !, ~ooF '1 'i MATTITUC. K, NY pa, ~. 14, 200"1 I/4" = 1'0" J~ CROSS SECTION SCALE: 1/4" = 1'-0" EXISTING SXSXl/+ STEEL COLUMN STEEL COLUMN O~ 01 DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE STORM WATER MANAGEMENT DETAILS N.T.S. NEW ROOF ARIEA: 4634 SQ. FT. @ 100% WATER RUNOFF: 773.9 CU. FT. INSTALL (2) 10' DIA. X 6' DEEP DRYWELLS PER CODE: CAPACITY:: 822 CU. FT. (6.2 % MORE THAN REQUIRED) OGEE GU i i ~R - ~TANDARD 5" NOTES: CROSS SECTION SCALE: 1/4": 1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING S~HEDULE FOR WOOD STRUCTURAL PANEls WOOD STRUCTURAL PANEls WIIH A MINIMUM THIO(NESS OF 7/16" AND NIAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMTITED FOR OPENING PRO-IECF[ON IN ONE- AND I~/O-STORY BUILDINGS, PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATFACHMENT HARDWARE PROVIDED, (RER~ TO SECTION 1609.1.4~ 1609,6.$ AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCT[ON CODE). THIS I~ NOT A SUB~ I ! I UT[ON FOR DESIGN-PRE~SURE. ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHU I I ePS MUST BE MARKED FOR WHAT OPENING 1~ IS TO COVER. HARDWARE MUST AC~OMPANY SHU ~ ~ ~tS FOR INSTALLAI~ON. -- -- 4" APA pLYWO0~ MATTITUCK, NY 2OO1 ~C~L~ ,, ' " JD 14. 0 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOUJIN~ ,APPROVED USP METAL CONNECTOR,5 FOR PROPER BIND RESIST~,NT ~ ~OOD OON.~TRIIOTION. FOLLOLU M~,NUF~,CTLIRE'5 RECOMMENDED IN~T~,LL~,TION KING STUDS RA~ER ~NNE~ TO 1 SIDE OF A~ CO~E~ ON L~ON JSP NUMB~ ~P~ON APP~ON i,--T---i DESk'ONI APP~ON I ~ / SPA ~BS TO HAVE A DOUB~ FLOOR JO~ UND~ ~R ~DED SUPPO~ SILL P~TE(S) ON ALL OPENIN~ ~ ~ ~ -'.~ ~TOPR~PIL~RY 4"-6"~ER RTZO [0-3/4"xlSga.~WN~CHOR CONNE~TO ON ALL OPENIN~ ~EP ROO~NG N~m O~ ~CH ~ ~OFFITED E~VE I , ~ ,_. , ,.. ~ : ~ ANCHOR BOLT CONNECTION USEWITH3x3SQUAREWASHERS SmES~DTOP (C~WL SPACE OR FOUNDATION) 1 STORY 72' OC WPI~L ~NC FOUNDA~ON. ~PLY PI~ SILL P~ TO FOUNDATION TTPICAL ~E~ D~L WHERE HEEDED ~R ~RU~U~ B~QNG. NZN. 3" ~EL ~UNN ANteD ~O 2~"x24"xt2" CONC, ~. (CRA~ SPACE OR FOUNDATION) 2 STORIES 36" OC 5TELL / ~OTTO~ ~E~ING RBN~R~ ~O~NG ~ (2) ¢4 ~N~RQNG ~. I U~ACE ~R WOOD B~H ~E DO~ ~LOCKOUT ~EAM POCKET I :LOOR 30IST DEPTH USP NUMB~ DESCRIPTION AppLICATION INSTALL 4'0" O.C. 4"-8" L5TA36 1-1/4"x36" 18ga. STRAF AND lACK STUDS ON ALL OPENING.c INSTALL 4'0" O.C. 8"-16" R5TA48 1-1/4"x48" 16ga. STRAP AND .1ACK STUDS ON ALL OPENINGS MATTITUOK, Nh' ID.=,'eme~r 13, 2o<::>~ I~c~L~ I/4" = I'O" I U~ WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOUJING OR APPROVED LISP METAL CONNECTORS FOR PROPER LLIIND RE(51$TANT CONSTRUCTION. FOLLOLU MANIJFACTURE5 RECoHMENDED INGTALLATION INGTRUCTION~ TO ACHIEVE HAXIMUM UPLIFT LOAD CAPACITY. WOOD JOIST-- RIDGE LEDGER RAFTER-TO-LEDGER CONNECTION KING STUDS CRIPPLE STUD HEADER JACK STUDS 1-1/2" SPACE MINIMUM RIDGE-TO-RAFTER CONNECTION HANDRAIL CONNECTION RAFTER TOP pLATE WALL BTU D RAFTER TO PLATE/STUD CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @16"0C WiTH WASHERS RAFTER SIZE USP NUMBER 2x6-2x8 LS26 2X10 L5210 TOP PLATE WALL STUD RAFTER RAFTER TO PLATE/STUD CONNECTION APPLICATION HEADER-TO-POST/STUD CONNECTION LOEA. T[ON IdSP NUMBER ALL OPENINGS LSTA12 ~LL OPENINGS RTS OR RT7 POST RIM/DECK JOIST DEC, KIPORC, H R~,ILING CEILING JOIST TO BLDG. CONNECTION LOCATION BSP NUMBER APPLICATION CONNECT TO 4" - 6" RAFTER RTl0 EACH RAFT~ 8" - 12" RAFTER ,B-B,'"', :%:'"" .c.oR 21-1/8" x 2gga, TYDOWN ANCHOR RT20 CO N N EOT TO EACH RAFTB GIRDER/HEADER SPLICED JOISTS OVER HEADER/GIRDER 30IST LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D~A, BOLTS ~ 16"OC WITH WASHERS FLASHING Il JOKED UNDER TOP PIECE OF SIDING AND LAPPED OVER FIRST CONT~N. PIECE OF SIDING BELOW ? DDS.. LAG BOLTS W/WASHERS CONNECTED TO BLDG. @tB" CC DECK/PORCH LEDGER CONNECTION WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER WOOf BLOCKING SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND USE WiTH RTl0 TYDOWN ANCHORS GIRDER/HEADER- CONNECT OVER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION SIMPSON SlI~R1/2 H.C. ANCHOR POST-TO-DECK CONNECTION USE MIN. (2) 1/2" DZA. CATV. BOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" DIA. GALV. BOLTS WZT'rl WASHERS AND NUTS GIRDER CONCRETEPIER HEADER/GIRDER-TO-POST CONNECTION 6 SOLID (COLUMN ROD FOR ~ LOCATION USP NUMBER DESCRIPTION APPLICATION (2) BEAMS PAU44 OR WE44 POST ! BEAM ANCHOR ~ 3 BEAMS PAU66 OR WE66 POST / BEAM ANCHOR ~ POST CONCRETE FOOTING HOLLOW COLUMN WOOD GIRDER ST~J~R[NG PLATE DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM END DISTANCE FTC. CONNECTION APPLICATION HOLLOW COLUMN UPLIFT SIMPSON STRONG TIE MODEL SERR1/2 INSTALL AS PER MANUFACTURE'S RECOMENDAT~ONB DECK POST 6X6 POST PAU66 OR WE66 POST / BEAM ANCHOR CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPH} CATEGORY DEP'rH TEMP. REQUIRED HAZARDS 45 LBS. t20 B SEVERE 3 FT, TO HEAVY MODERATE 1t NONE . DECK AND COVERED PORCH NOTES: t) Unless otherwise noted, all ~caming mufenal to be #1 ACQ pressure keated lumber. Ail fastanem, hangers and onshore to be galvin/zed or stainless steel. 2). Glrbers for deck joists th be bolted or anchored th each post or pier with washem and nuts, Girders on concrete piers shall be anchored w~h proper steel connecters anchored into concrete with a minimum 1/2" dia x 7" long anchor bolt w~th washers and nuts, 3), Posts supporting girders shell be anchored to a mm/mum 24"x24'x12" thick concrete feehng. Use a immure 1/2 Ca x 7" long anchor bolt wgh washers and nuts. Footings Shall be 3 ft. below grade, 4). Deck joists to have blocking at 8'0 c.c.. 5), Flashing shell be installed behveen the bu~lding and ledger Lapping up the sheathing and over the ledger. Ledger to be Pastened to building with 1/2" d~a bolts with washers and nuts at 16" c.c. I. Concrete piers shall be a minimum 6" above grade. JpbeBad with hangers and anchom. Each Joist shall also be anchored o girder(s). Covered Roofs shall be assembled and anchored the same manner as a t~pical building. All metsl connections and thstaners In direct contact wgh ACQ shall have the piper from the manufacture NAILING SCHEDULE ROOF SHEATHING: dOINT DESCRIFflON (~, S p~[llLN D NOTES STRUCTURAL PANEL Bd ASwPFE6RM_TAB~[sEc3.B ROOF FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES RAFTER TO 8' WALL; 3~d COMMON EACH FOE-NAIL TOP PLATE t 0' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL; 3~d COMMON EACH FOE-NAIL TO TOP PLATE I0' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL 3.BUNG JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END RAIL BLOCKING 2 - Bd COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING TOP PLATE TO t - 16d COMMON PER FACE NAIL TOP PLATE FOOT TOP PLATES AT I - t6d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO ! - 16d COMMON 24' FACE STUD O.C, NAIL lB" C.C. FACE HEADERHEADERTO IBd COMMON ALONG EDGES NAIL TOP OR BO~rOM t - 16d COMMON PER 2x4 STUD END PLATE TO STUD ) - 16d COMMON PER 2x6 STUD NAIL Bo~roM PLATE TO: PER :LOOR JOIST, BAND JOIST ? - 16d COMMON FOOT FACE NAIL END JOIST OR SLOCKING DECK FRAMING: NAIL NAIL NOTES JOINT DESCBPTION QTY. SPACINC JQST TO: 4 - 8d COMMON PER TOE ~ILL. TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - §d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL EACH TOE BLOCKING TO: 3- 16d COMMON BLOCK N~L SILL OR TOP PLATE LEDGER STRIP 3 - 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST ~ - 16d COMMON PER END TO JOIST JOIST NAIL PER BAND JOIST TO: ! - 16d COMMON FOOT TOE NAIL SILL OR TOP PLATE i MAC:ARm VINYA~D HATTITLJCK, NY QENE ,L NOTE5 CONSTRUCTION NOTES: . The information within this set of construction documents is related to basic design detads. They are intended as a construction aid, not a substitute rot generally accepted good building practice and compliance with current New York codes. The General Contractor is responsible for providing standard ~n details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product, 2). The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regu[afions, atc. These codes are to be considered as pad of the specifications for this building and should be adhered to even if in vedance with the plan. Dimensions shall take precedent over scaled drawings. DO NOT SCALE DRAWINGS). · ). The designer has not been engaged for construction supervision and assumes no asponsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety ,racautions and programs in connection with the work. There are no warranties for a )ecific use expressed or implied in the use of these plans. ,. Refer to the Window and Door schedule for exterior openings· ~, The General Contractor is to ensure that masonry or prefabractsd fireplaces meets ' exceeds manufacture's specifications and applicable codes. 7). The General Contractor is tu consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, otc. 8). Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: ~. The General Contractor and Mason to review plans, elevations, details and notes to .,terrains intended heights of finished Poor(s) above typical grade· ~. All footings to rest on undisturbed (virgin) ~. Provide 1/2" expansion joint material between concrete slabs end abuffing mcreta or masonry walls occudng in exterior or unheated inteder areas. 4). Any new concrete walls being attached to existing concrete structure shall be installed with ~4 re-bar, 18' long at 12" c.c.. Use approved epoxy far installation. ;). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be ~oured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing· Intador slabs 3 be minimum 3-1t2 inch thick· All fill to be compacted to 95% relabve density with 6" maximum lifts (layers). ~. Crawl spaces to be provided with a minimum 18"x24" access opening, install one ,t iron foundation vent for every 159 sq. ft. of area. 7. Damppreof extedor of foundation with bituminous coating as per section R406 of N.Y.S. Residential Construction Code, A 6-mil polyethylene fl m sha be app ed over the below grade portion of exterior walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Cede· FRAMING NOTES 1). Alt flaming techniques and methods as prescriptive design of 1995 SBC High Wind Ed t on Wood Fram ng Cons ruction Manual. 2). Unless otherwise noted, alt framing and structural wood material to be #2 + BTR. Douglas F r. ~. Floors, wails, ceilings and rafters to be spaced at 16 inches o.c. unless noted rwise. 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. Beefing wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) jack studs and (2) fult length studs on each side of openings. Bearing wall window sills shall also have (2) window sill Cates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wail openings between 5'11 and 8'9. Provide fire and blocking where applicable. 5). All flush beams/headers to be installed with heavy duty galvinized hangers and anchors where applicable te all connecting joists. 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on plans. 7). Provide blocking/bridging in floor joists at 8'0 c.c.. Use solid blocking in floor joists under all bearing walls. 8). Provide insulation baffles at save vents between rafters· Install draft bthcking as needed. 9). Unless otherwise noted, all roofs and wafts ta have a minimum 1/2" thick, 4-ply Fir CDX extedor sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick TAG PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's instructions. 11 ). All bathroom walls to have 1/2" thick moisture-resistsat sheetrock· Garage walls and ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building to have regular 1/2" sheetrock. All walls to be taped and tinished. 12), All roof with a pitch less than 4:12 shall be installed with an Ice & Water barrier or approved equal. Flat roofs sbal] be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13). All sill plates and wood in contact with concrete to be pressure treated, Sill plates to be instsl[od with a foam sill gasket and cop-r-tax termite shield or approved equal. WIND FRAMING NOTES 1)· RIDGE-TO-RAFTER ASSEMBLY: 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. When a collar tie is used in leu of a ridge strap, the number of 10d common nails required in each end of the collar tie need not exceed the tabulated number of §d nails in the strap. 2). RAFTER-TO-WALL ASSEMBLY: Latere[ framing and shear wall connections for rafter, ceitkig or truss to top plate sbali be in accordance to table 3.3. When a rafter or truss do not fall in line wdh studs below, rafters Dr trusses shall be attached to the wall top plate and the wall top plate shall be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3.3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. ~.). WALL ASSEMBLY TO FOUNDATION: First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete 1eendaflon and slab-on-grade, 15 inches in masonry block foundations, or lapped under [he plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt spacing Is to be spaced and sized in accordance to table 3.2a, In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all · TYPE I EXTERIOR SHEARWALL CONNECTIONS: 0e I exterior shear walls with a minimum of 7/t g inch wood structural panel on the exterior attached with 8d common nails at: 6" c.c. at the panel edges and 12" c.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" c.c. at panel edges and 10" C.c. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 8). TYpE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. 7). INTERIOR SHEARWALL CONNECTIONS: Allowable sidewa, lengths provided in table 3.14 shall be permitted to be increased when interior shearwal[s are used Sheathing and connections shall be in accordance with 2.4.4.2 and 2.2.4 respectively. 8)· CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with uplift connections in accordance with table 3·5· Window sill plates shall be have steel connectors in accordance with table g). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or sllope connectors shall be attached to each rafter-to-edge along the open ceiling part of the Ibuilding. Connections to the ddge and wall shall be be attached with the above requirements. DECK AND COVERED PORCH NOTES: · Unless otherwise noted, all frarning material to be #1 ACQ pressure treated lumber. , hangers and anchors to be galvinized or stainless steel· 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steep connectors anchored into concrete with a minimum 1/2'* die x 7" long anchor bolt with washers and nuts. 3). Posts supporting girders shall lbo anchored to a 12"x12"xl 2" thick concrete footing· Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. Footings Shall be 3 ff. delow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. · Deck joists to have blocking at: 8'0 o.c.. · A minimum of 10 inch flashin~ shall be thstslled between the building and ledger· ~dger to be fastened to building with 1/2" die. bolts with washers and nuts where needed· · Concrete piers shall be a minimum 6" above grade. · All joists to be supported with hangers and anchors. Each Joist shall also be anchored [o girder(s)· . Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1 ). All water supply, drainage and vect[ng to be installed as per N.Y.S. Residential Construction Code. 2). Verity septic system with the Engineer for Suffolk County Health Department approval. · If wall studs, plates or joists are cut out during installation for any plumbing related work, plates to protect and secure the structure. Vedty with the ~pacing permitted. HVAC SYSTEM NOTES 1 l)_Mechankial subcontractor [s responsible for adbearing to all applicable codes and safety 2),requirementS'HvAC subcontractor is to fully coordinate all system data and requirements with the equipment supplier. provide final system layout drawing and submit it to the Genera[ r for hnal review and approval. ELECTRICAL NOTES: ,. All electhcal to be installed as per N.Y.S. Residential Construction Code· All electrical work shall be approved by a qualified Underwriter. 3). Install Smoke detectors and Carbon Monoxide detectors throughout as per section of N.Y.S. Res dent a Construct oln Code. R317 NAILING SCHEDULE ROOF FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10' WALL: 4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3·7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3,7 EACH FACE OVER PARTITION WFCM - BBC LAP NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - f6d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING NOTES TOP PLATE TO 2 - 16d COMMON PER FACE NAiL TOP PLATE FOOT SEE NOTE: 1 TOP PLATES AT 4 - 16d COMMON JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 16d COMMON 24" FACE STUD C.C. NAIL HEADER TO 16d COMMON 16" C.C. FACE HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - t 6d COMMON PER 2x6 STUD NAIL Bo'FrOM PLATE TO: PER FACE NAIL FLOOR JOIST, SAND lOIS'[ 2 - 16d COMMON END JOIST OR BLOCKING FOOT SEE NOTE: 1,2 FLOOR FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOfST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING EACH TOE TO JOIST 2 - 8d COMMON END NAIL BLOCKING TO: EACH TOE SiLL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP 3- 16d COMMON EACH FACE TO BEAM JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL BAND JOIST TO: 2 - 16d COMMON PER TOE NAIL SILL OR TOP PLATE FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESOR,PT,O. STR,CTURALPANELI 3d3·fl CEILING SHEATHING: NAiL I NAIL JOINT DESCRIPTION QTY· I SPACING ; 7" O.C, EDGE GYPSUM 5d COOLERS110" O.C. FIELD WALLBOARD WALL SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY. SPACING STRUCTURAL 8d COMMON AS PER TABLE 3.9 PANELS WFCM - SBC 7/16" OSB 6d COMMON 3" O.C, EDGE PLYWOOD 6" O.C. FIELD GYPSUM 5d COOLERS 7" O·C. EDGE WALLBOARD 10" C.C. FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING STRUCTURAL PANELS 6" C.C. EDGE I OR LESS 8d COMMON 12" O.C~ FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED iN SCHEDULE NOTES ONLY· 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-centar at the panel edge to obtain h~gher shear capacities, nailing requlremerds for strectural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path. 2). When wall sheathing is continuous over connected mempare,tba tabulated number of nai;s shall be permitted to be reduced tal- 16d nail per foot. PL ,N CONTENTg: OCCUPANCY CLA~,E~IFICATION E, UlLDING USE ~UILDING HEIGHT tOTAL SQ. FT. OF CONSTRUCTION P~ESC~IPTI~E A~ PEE N.Y.5. ~ESI~TI~L CONST~MCTION CODE AND 1~5 ~C WI~W ~IND EDITION, ~OOD FRAME CONgTRUCTION ~NUAL ~AMIN~ EL~ENT5 A6 P~ FLO0~ PLAN6, CR066 6ECTION AND GENERAL NOTE6 ~T, ~ALCONIE6 ~0 ATTIC6 m/o 6TORAGE 10 A~IC~ ~/ 6TORAQE 20 DE~I~N LOAD CALCULATION6 ROOf (~OBND 6NO~ LOAD) 4~ (LI~ LOAD6 PSF) ROOM6 (OTW~ tWAN 6LEEPIN~) 40 CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN NEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORY )EPTH TEMP. REQUIRED 45 LBS. 120 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES SHEATHING LOCATION AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O,C. 8d COMMON @ 6" O,C. SEE NOTES: 1,3 iNTERIOR ZONE fid COMMON ~ 6" C.C. 8d COMMON @ t2" C.C. SEE NOTES: I ( BOTH FIELDS NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" C.C. 8d COMMON @ 4" O.C· SEE NOTES: 1,3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1 ). For roof sheathing within 4 feet of the pedmater edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated f 2 inch c.c. nail spacing assumes sheathing attached to rafter / truss framing members with G>0.49, For framing members with <0.42<G<5.49, the nail spacing shall be reduced to 6 inches c.c. 3). Tabulated 4 inch s.c. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches c.c. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING INAIL SPACING AT INTERMEDIATEI, .1 AT PANEL EDGES SUPPORTS IN THE PANEL FIELD I~lU/l:~ I 4' EDGE ZONE Bd COMMON @ 6" C.C. 8d COMMON @ 12' C.C. NTER OR ZONE 8d COMMON @ 6" C.C. 8d COMMON @ 12" C.C. SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED tN SCHEDULE NOTES ONLY, 1 ). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used· 2). Tabulated 12 inch c.c. nail spacing assumes sheathing attached to stud traming members w~th G>0.4g. For framing members with 0.42<G<, the nad spacings shall be reduced to 6 inches o·c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails· NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5~8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS· 2). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATtNG FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR, Section R602.8 - F~REBLOCKING RE(~UIRED Rreblcoking aball be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effesUve fire barrier between stories, and between a top ~ory and the roof space. Rrabkiddng shait be provided in wood-frame construction in fl~e following locations. 1). In concealed spaces of stud walls and partiUons, including furred spaces, at the ceiling and floor levels. Concealed horizontal furred spaces shall also be firablocked at intervals not exceeding 10 feet, Batte or blankets of mineral or glass fiber shall be allowed as fireblocking in wails constru~ed using parallel rows of s~uds or staggered studs. 2), At aH interconnections between concealed vertical and berizonta~ spaces such as occur at soffits, drop ceilings and cove ceilings. 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall comply with Section R31q,8, N.Y.S. Residential Code. 4). At openings around vents, pipes and ducts at ceiling and floor level, te resist the free passage of flame and products of combustion. 5). For the flreblocking of chimneys and firepiaces, refer to Secedn R1001.16. N.Y.S. Residential Code. HACARI VINTARD MATTIT!J, CK, NY Pa' (:~ 14, 2OO'I ~ALa I/4" REAR ELEVATION SCALE: 1/8" -- 1'-0" I LEFT ELEVATIO~N AUG 2 1 2008 MATTITLJCK., NY pr=. 1 I~, 200S eC,~L~ I/4" = I'0" JD EXISTING =l --I EXISTING FOUNDATION PLAN EXISTING I"IACAf~I ¥INYA~D I"1ATTITUCK, NY P~' 2 JD EXISTIN ~ COVERED PORCH ENCLOSED PORCHI EXISTING EXISTING EXISTING OPEN PORCH ENCLOSED PORCH STORAGE EXISTING EXISTING iST. FLOOR PLAN EXISTING EXISTING EXISTING MAC:Al;II V'INYARD MATTITUC~K, NY F~, ~ lB, :~00~ ~'~ 1/4" = I'O" JD ROOF PLAN ROOt ' ROOF ROOF ',' '~ , ' "' "' ' ' MAC4,RI V'INYA~D 1"I4,TTITUCK., NY PG, '4 IOJ, 200~ 6CALE I/4" = 1~O'' JD CROSS SECTION $CJ~LE: 1/4" = 1'-0" DRY WELLS TO BE 10' MIN. AWAY FROM HOUSE (3) 2X12 ACQ GIRDER (MATCH [X~TIND) 514" DECK/ND 24X24X12 CONCRETE FOOTING 12" CONE, FOUNDATION DAMPPROOE EXTERIOR STEEL COLUMN STEEL COLUMN 2XG ACQ SZLL PLATE __COP-R-TEX TERMITE Sf~IELD FOAM / F,G. SILL SEAL STORM WATER MANAGEMENT DETAILS N.T.S. NEW ROOF AREA: 4634 SQ. FT. @ 100% WATER RUNOFF: 773.9 CU. FT INSTALL (2) 10' DIA. X 6' DEEP DRYVVELLS PER CODE: CAPACI1-Y: 822 CU. FT. (6.2 % MORE THAN REQUIRED) OGEE GU'ITER - STANDARD 5" CROSS SECTION SCALE: 1/4" = 1'-0" WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL AS PER TABLE 1609.1.4, N.Y.S. RES. CODE: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCl~RAL PANELS WOOD STRUCTURAL PANELS ~ A MINIHUM THICKNESS OF 7/16" AND MAX/MUM PANEL SPAN OF 8 FEET SHALL BE PERMtlTED FOR OPENING PROTECI/ON IN ONE- AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WT[H A~TACHMENT HARDWARE PROVIDED. (REFER TO SECT/ON 1609.1,4~ 1609.6.5 AND TABLE L609.1.4 OF N.Y.S. RESIDENT[AL CONSTRUCT[ON CODE). THIS IS NOT A SU~b I u uT[ON FOR DESIGN-PRESSURE, ALL OPENINGS MUST HAVE DESIGN-PRESSURS UPGRADES WHERE AppI TCABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW W~NDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING T( IS TO COVER, HARDWARE MUST ACCOHPANY SHUT~ERS FOR INSTAL[AT[ON, ' 1 !i , hlATTITI ICK, N"r WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS U~E THE FOLLOLUING OR: APPf~O"/ED LI~P METAL STAIR R,a, IL]Nc3 #"D[A. MAXIMUM 1-1/2" SPACE MINIMUM CONNECTOR,5 FOR Pf~OPE~: LUIND I~ESISTANT CONST~UC-TION. FOLLOUJ MANUFAC:TUf~E'E~ f~ECOMMENDED INSTALLATION IN~'r~UC:TION~ TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. RIDGE-TO-RAFTER CONNECTION BOD ONlUE r 2N "ESIL.,,4.. 2 .¢. .O plApPLy DV,', PD TCA ,CH RAFTER LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D[4. EOLTS @16"OC WI[TH WASHERS HANDRAIL CONNECTION SHALL NOT BE LESS THAN 1-[/4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, OR THE SHAPE SHALL PROVIDE AN EC~UWALENT GRIPPING SURFACE H" DIA, MAXIMUM 4" MAX, DEC:K./PORCH ~,ILIN~ RAFTER TOP PLATE WALLSTUD USP NUMBER DESCRIPTION APPLICA'IION ~26 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER LS210 18ga, SLOPE HANGER APPLY TO EACH RAFTER / LEDGER RAFTER TOP PLATE WALL STUD RAFTER TO PLATE/STUD CONNECTION DESCRIFT~ON APPLICATION CONNECT EACH TYDOWN ANCHOR RAFTER TO PLATE LOCATION USP NUMBER KING STUDS CRIPPLE STUD HEADER JACK STUDS RAFTER TO PLATE/STUD CONNECTION 8" - 12" RAFTER R~'~0 1214/8" x 2Oga. TYDOWN ANCHORI,CONNECT TO L JOIST SPLICED JOISTS OVER HEADER/iGIRDER GIRDER/HEADER ISTTi %T EAD.IUSPR TERITYL AN% oRI oNN T oI ° oI.I GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION PB544 / PBSE44 / KC44 POST CAP ANCHOR APPLY TO EACH COLUMN APPLICATION ~ TO EACH CO APPLY TO EACH COLUMN APPLY TO EACH COLUMN HEADER-TO-POST/STUD CONNECTION LOCATION USP NUMBE~ 1-1/4"x12" 20ga, STRAP APPLY TO EACH 3ACK STUD ALL OPENINGS DESCRIPTION APPUCATION ALL OPENINGS LSTAt2 R'r3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUE POST RIM/DECK JOIST LOCATJ[ON USP NUMBER DESO~PT]ON ~x4 SOLID COLU) 5x6 SOUD COLUMI~ POST CAP ANCHOR HOLLOW COLUMN H.C, ANCHOR POST-TO-DECK CONNECTION USE MIN. (2) 1/2" D]A, GALV. BOLTS WITH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" D~A. GACv'. BOLTS ~ WASHERS AND NUTS CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" D]A, BOLTS @16"OC WTFH WASHERS FLOOR FRAMXNG 2x JOISTS SLOCRING FOR LAG BOLTS DECK/PORCH LEDGER CONNECTION WOOD JOIST GIRDERJHEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL ]GISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WiTH THE PROPER STEEL CONNECTOR, IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS TO ALLOW FOR SHRINKAGE BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROV]DE BLOCKING BETWEEN .1GISTS THAT ARE SPICED AND USE WITH RTl0 TYDOWN ANCHORS 5T~R[NG PLATE ROD FOR STU DOUBLE 2x (MINIMUM) FOR HEADER OR BEAM HOLLOW COLUMN UPLIFT SIMPSON S'R{ONG T~E MODEL STRR1/2 INSTALL AS PER HANUFACTURE'S RSCOMENDAT[ONS GIRDER R NUT MINIMUM CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTION LOCATION USP NUMBER DESCRIPTION APPLicATiON (2) BEAMS EAU44 OR WE44 POST / BEAM ANCHOR APPLY TO EACH PIER (3 BEAHS PAU66 OR WE66 EDST / BEAM ANCHOR APPLY TO EACH PIER POST 12"X12"x12= CONCRETE FOOTING DECK POST FTG, CONNECTION LOCATION USP NUMBER DESCRIPTION APPUCATION 4X4 POST PAU44 OR WE44 POST / BERM ANCHOR APPLY TO EACH PC~NG 6X6 POET PAU66 OR WE66 POST ! BERM ANCHOR APPLY TO EACH FOO'i'~NG CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESN ELI) SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD LOAD (MPN) CATEGORY DEPTH MODERATEBLIGMTTO TEMP, REQUIRED HAZARDS DECK AND COVERED PORCH NOTES: I1), Unless otherwise noted, all flaming material to be #1 ACQ pressure treated lumber. All fasteners, hangers and anchors to be galvin[zed or steintsss steel. 2). Girders for deck joists to be bolted or ancbered to each post or pier with washers and hue Girders on concrete piers sdeit be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dis x 7" tong anchor belt with washers and nuts. 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12" thick concrete footing. Use a minimum 1/2' dis x 7" long anchor boll with washers and nuts. Footings Shait bo 3 E. bebaw grade. 4). Deck joists to have blocking at 8'0 D.C.. 5). Flashing shait be installed bebeeen the building and ledger, Lapping up the sheathing and over the ledger. Ledger to be fastened fo building with 1/2" dia. bolls with washers and nuts at 16" D.C. 6). Concrete piers shait be a minimum 6" above grade. 7). All joists fa be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). · Covered Roofs shall be assembled and anchored the same manner as a typJcts buitding. . All metal connections and tssfaners in direct contact with ACQ shall have the proper otective coating from the manufacture. NAILING SCHEDULE ROOF SHEATHING: NAIL NAIL JOINT DESCRIPTION QTY, SPACING NOTES STRUCTURAL PANEL 8cl WFCM - SEC Aa PER TABLE 3.6 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL I NOTES QTY. EPACINE RAFTER TO 8' WALL: 3-8d COMMON EACH TOP PLATE t0' WALL; 4-8d COMMON RAFTER TOE-NAIL CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10' WALL: 4-8d COMMON JOIST TOE'JAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPE Aa PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAIL COLLAR TiE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING EACH TOE TO RAF*IER 2 - 8d COMMON END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAiL WALL FRAMING: JOINT DESCRIPTION NAIL RAIL QTY. SPACING NOTES TOP PLATE TO PER TOP PLATE 2 - 1Sd COMMON FACE NAIL FOOT TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA. SIDE NAIL STUD TO 24" FACE STUD 2 - 16d COMMON D.C. NAIL HEADER TO 16" C,C. FACE HEADER 16dCOMMON ~.LONG EDGE,c NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAiL BOTTOM PLATE TO: , FLOOR JOIST, BAND JOIS~ 2- 16dCOMMON[ PER END JOIST OR BLOCKING FOOT FACE NAIL DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QIY, SPACING NOTES JOIST TO: PER TOE SILL, TOP PLATE OR GRADE 4 - 8d COMMON JOIST NAIL BRIDGING EACH TOE TO JOIST 2 - Bd COMMON END NAIL BLOCKING EACH TOE TO JOIST 2 - Ed COMMON END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3 - 18d COMMON JOIST NAIL PER TOE JOISTToONBEAMLEDGER 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3 - 16d COMMON JOIST NAIL BAND JOIST TO: PER SILL OR TOP PLATE 2 - 16d COMMOk TOE NAIL FOOT MATTITUCK, NY ~=~' ~ I~, 200& ~:AL£ 1/4" = I'0" ID' WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS THE FOLLOLUIN,~ OR APPRO'v'E~ U~P METAL CONNECTOR8 FOR PI~Ot='ER UJlND I~E..51~TANT CONS, TI~UCTIC'N. FOLLOUJ M~NUFACTLIRE'~ RECOMMENDED INSTALLATION INSTf~UCTION~, TO ~,CWIEVE MAXIMUM UPLIFT LOA[~ C,~,PACIT¥, WOOD JOIST-- ~,TAIt~ I~,AILING 1-1/2" SPACE MINIMUM HANDRAIL CONNECTION MAXIMUM DECK./F:'Ot~.CH FR~,ILIN,~ CEILING JOIST TO BLDG. CONNECTION LEDGER TO BE CONNEC'I~D TO BLDG, USING 1/2" DIA. BOLTS @16"OC W~'H W#SHERS RASHING llJCKED UNDER LAPPED OVER FIRST CONT[N, PIECE OF ~DING BELOW · LAG ~OLTS W/WASHERS CONNECTED TO BLDG, ~;t 6" CC BLOCKING FOR LAG BOLTS R[M ]OIST DECK/PORCH LEDGER CONNECTION RIDGE-TO-RAFTER CONNECTION LUR o ONIUB%"EEt,.,,,' 2R%%,APlAppLv ov.' RA' RI RAFTER O ~ TOP pLATE ~ WALL STUD RAFTER TO PLATE/STUD CONNECTION LOCATION 4" - 6" RAFTER 8' - 12" NAP'rER USP NUMBER DESCRIFT[ON RTIO 10-3/4" x 18ga, TYDOWN ANCHOR ET20 21~1/8" X 20ga, 'P/DOWN ANCHOR COINNEC) iu -:ACH RAFTER GIRDER/HEADER SPLICED JOISTS OVER HEADER/,'GIRDER 'OIETTD%;;HEADER)USP."T=BERF%RI=oEICO.NE%%°;,o,,,I WOOD JOIST GIRDER/HEADER WOOD JOIST FLUSH JOISTS WITH HEADER/GIRDER ALL 30[STS CONNECI~D TO A FLUSH HEADER TO BE SUPPORTED WiTH THE PROPER S'~EL CONNECTOR, IF ABLE~ SET FIR ]O~TS APROX, I/4" HIGHER THAN LVL HEADER~ TO ALLOW FOR SHRINKAGE. WOOD J BLOCKING WOOD GIRDER SPLICED JOISTS OVER HEADER/GIRDER PROVIDE BLOCKING BEIWEEN ~OLST5 THAT ARE SPICED AND USE WiTH RTiO TYDOWN ANCHORS LEDGER RAFTER RAFTER-TO-LEDGER CONNECTION LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA, BOLTS @[6"0C WITH WASHERS RAFTER RAFTER TO PLATE/STUD CONNECTION TOP PLATE WALL STUD LOCATION USP NUMBER [IAETER/PLATE RTl5 SPIH4 DESCRIPTION APPLICATION CONNECT EACH TYDOWN ANCHOR EAr Fr.~ TO pLATE S'~JD PLATE ANCHOR pLATEsCONNECTTO EAcHOVERsTuD GIRDER/HEADER POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION I PBS66 / PREEn6 / KD66 DE'CB[PT/ON APPHCATION POST CAP ANOROR APPLY TO EACH COLUMN POST CAP ANCHOR APPLY TO EACH COLUMN S MPSON STRR1/2 H.C. ANCHOR APPLY TO EACH COLUMN LCCAT[ON USP NUMBER x4 SOLID COLUMh PBS44 / pRSE44 / KC44 6x6 SOLID COLUMK HOLLOW COLUMN ROD FOR ~ DOUBLE2x (MINIMUM) FOE HEADER OR BEAM ~ )--THREADED ROD -- CNW COUPLER NUT MINIMUM HOLLOW COLU]~!~ Upi TF! SIMPSON STRONG TiE MODEL STAR1/2 INSTALL AS PER r,~ANUFACFU RE~S RECOMENDATIONS KING STUDS CRIPPLE STUD HEADER JACK STUDS HEADER-TO-POST/STUD CONNECTION RIM/DECK JOIST POST-TO-DECK CONNECTION USE MIN. C2) lj2" DIA. GALV, BOLTS W1TH WASHERS AND NUTS POST/COLUMN POST-TO-GIRDER/HEADER CONNECTION USE MIN. (2) 1/2" D/A, GALV, BOLTS ~ WASHERS AND NUTS GIRDE~ CONCRETE PIER HEADER/GIRDER-TO-POST CONNECTIOr LOCATION US'P NUMBERI DESCRiPTiON APPL[CA'DON 3) BEAMS PAU66 OR WE66 POST / BEAM ANCHOR ~ ~PPLY TO EACH PIER ~pPLY TO EACH PIER POST CONCRETE FOOTING DECK POST FTG. CONNECTION LOCATION USP NUMBER DESCR~FT~ON APPHCAT~ON 4X4 POST pAU44 OR WEA4 POST / BEAM ANCHOR ~PPLY TO EACH FOOTING 6X6 POET PAU66 OR WE66 POST / BEAM ANCHOR APPLY TO EACH FOOTINL~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDSRLAYMENT LOAD {MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS MODERATE SLIGHT TO DECK AND COVERED PORCH NOTES: I). UnMss othe~lse noted, all framing material to be #1 ACQ pressure treated lumber. ~11 ~asteners, hangers and anchors th be galvinized or stainless steel. ). Girders tot peck jolsth to ba bolted or anchored to each post or pier with washem and nuts. ~irders on concrete piem shall be anchored with proper steel connectors anchored ~th concrete with a minimum 1/2" dis x 7" long anchor bott with washers and nuts. ). Posts supperang girders shall be.anchored th a minimum 24"x24"x12" thick concrete footing, Use a minimum 112" die x 7 long anchor bott with washers and nuts. Foot rigs She )e 3 E. below grade. Ii. Deck joists to have blocking at 8'0 D.C., ~). Flashing shall be installed between the building and ledger, Lapping up the sheathing end over the ledger. Ledger th be fastened fo building with 1/2" dia. bolts with washem and nuts at 16" D.C. Concrete piers shall be a minimum 6" above grape. Ail Joists te be suppeNad with hangers and anchors. Each Joist shall also be anchored girder(s). , Covered Roofs shoU be assemMed and anchored the same manner as a t~plcal building. All metal connections and fasteners in direct contact with ACQ shall have the proper otectlve coating from the manufacture. NAILING SCHEDULE ROOF SHEATHING: JOINT OESCRIPTION (~-~. GpAN~iI'NG NOTES STRUCTURAL PANEL 8d WFCM - BBC ' AS PER TABLE 3 8 ROOF FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE lO'WALL: 4-8d COMMOh RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL: 4-8d COMMOh JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE pARALLEL RAFTER WFCM - BBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - BBC LAP NAiL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - BBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD 2 - 16d COMMON EACH END TO RAFTER END NAIL WALL FRAMING: NAIL NAIL NOTES JOINT DESCRIPTION QTY. SPACING TOP PLATE TO 2 - 16d COMMOh PER FACE NAIL TOP PLATE FOOT TOP PLATES AT 4 - 16d COMMOI~ JOINTS FACE INTERSECTIONS EA. SIDE NAIL STUD TO 2 - 1Bd COMMON 24" FACE STUD O,C. NAiL HEADER TO 16d COMMON 16" C.C. FACE HEADER ~.LONG EDGE~ NAIL TOP OR BOTTOM 2 - 16d COMMON PER 2x4 STUD END pLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BOTTOM PLATE TO: PER =LODE JOIST, BAND JOIS3 2 - 16d COMMON FOOT FACE NAIL END JOIST OR BLOCKING DECK FRAMING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING NOTES JOIST TO: 4 - 8d COMMON PER TOE ~ILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST ENO NAIL BLOCKING TO: 3 - 16d COMMON EACH TOE SILL OR TOP PLATE BLOCK NAIL EACH FACE LEDGERTo BEAMSTRIP 3 - 16(I COMMON JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST 3 - 16d COMMON PER END TO JOIST JOIST NAIL PER BAND JOIST TO: 2 - 1Od COMMON FOOT TOE NAIL SILL OR TOP PLATE t"IATTIT!JGiC, NY ENEf L NOTE,5 CONSTRUCTION NOTES: · Tho information within this set of construction documents is related to basic design details. They are intended as a construction aid, not a substh~ta Ior generally accepted good building practice and compliance with current New York State building codes. The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, stracturally sound and a weatherproof completed product. 2)· The General Contractor is responsible for ensuring that all wed( and construction meats current federal, state, county and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building and should be adhered to even If In variance with the plan. ). Dimensions shall take precedent over scaled drawings. 30 NOT SCALE DRAWINGS). ), The designer has not been engaged for construction supervision and assumes no ,~sponsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences, or procedures, or for safety recautions and programs in connection with the work. Them are no warranties for a ~ecific use expressed or implied in the use of these plans. · Refer to the Window and Door schedule for exterior openings. · The General Contractor is to ensure that masonry or prefabracted fireplaces meets exceeds manufacture's specifications and applicable codes. ?), The General Contractor is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc. · Wind load requirements shall be taken into account during construction. FOUNDATION NOTES: · The General Contractor and Mason ta review plans, elevations, details and notes to · All footings to rest on undisturbed (virgin) soil. · Provide 1/2" expansion joint matedal between concrete slabs and abutting )r masonry walls occuring in exterior or unheated Intedor areas· new concrete walls being attached to existing concrete structure shall ~e lasts[tad with #4 re-bar, 18" long at 12" D.c.. Use approved epoxy for installation. 5), Unless otherwise noted, ail slabs on grade to be 2500 p.s,i,. Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinfoming. Interior slabs to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with 6" maximum lifts (layers). 6). Crawl spaces to be provided with a minimum 18"x24" access opening, Install one 8x16 cast iron foundation vent for every 150 sq. ft. of area. 7). Damppreof exterior of foundation with bituminous coating as per section R406 of N.Y·S. Residential Construction Code· A 6-mil polyethylene film shall be applied over the below grade portion of extedor walls prior to backfilling. 8). Drainage as per section R405 of N.Y.S. Residential Construction Code· FRAMING NOTES 1). All framing techniques and methods as prescriptive design of 1995 SBC High Wind Edition Wood Framing Construction Manual. 2), Unless otherwise noted, all framing and structural wood material ts be #2 + BTR. Douglas Fir, 3), Floors, walls, ceilings and rafters to be spaced at 16 inches o,c, unless noted otherwise, 4). Unless otherwise noted, all bearing wall headers to be (2) 2x10 #2 + BTR. Doug· Fir. Beating wall headers to have (2) jack studs and (2) full length studs on each side of all openings. LVL headers to have (3) Jack studs and (2) full length studs on each side of openings· Bearing wall window sills shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wall openings between 5'11 and 8'9. Provide fire and blocking where applicable, 5). Ail flush beams/headers to be installed with heavy duty gaivinized hangers and anchors where applicable to all connecting joists. 6). Double up floor joists under walls that run parallel to the floor jctst and under bathtubs, Floors to have ceramic tile installed shall be verified for proper load capacity unless noted on pians. 7). Provide blocking/bridging in floor joists at 8'0 D.C., Use solid blocking in floor joists under all bearing wails, 8). Provide insulation baffles at save vents between rafters. Install draft blocking as needed. 9). Unisss otherwise noted, all roots and wails to have a minimum 1/2" thick. 4-ply Fir CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. 10). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech ptyweed subtlest adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed over subfloor as per manufacture's insftuctiens. 11). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ceilings and over furnace to have 5/8 thick type-x sheetrock, All other parts of building to have regular 1/2" sheetrock· All walls to be taped and finished· 12). All roof with a pitch less than 4:12 shall be installed with an Ice & Water barder or approved equal· Flat roofs shall be applied with a Fiberglas base sheet with an EPDM torch down type material over. 13), All sill plates and wood in contact with concrete to be pressure treated. Sill plates to be instal[ed with a foam si~l gasket and cop-r-tax termite shield or approved equal WIND FRAMING NOTES · RIDGE-TO-RAFTER ASSEMBLY: gauge strap shall be attached to each pair of rafters in accordance to table 3·4· Nhen a collar tie is used in leu of a ddge strap, the number of '10d common nails required n each end of the collar tie need not exceed the tabulated number of 8d nails in the strap· .~). RAFTER-TO-WALL ASSEMBLY: ,Larval framing and shear wall cearmctions for rafter, ceiling or truss to top plate shall be in accordance to table 3.3· When a rafter or truss do not fall in line with studs below, rafters or trusses shall be attached to the wall top plate and the wall top plate shait be attached to the to the wall stud with uplift connections. Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3,3c. 3). WALL-TO-WALL ASSEMBLY: Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3.3b. When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3.3. 4), WALL ASSEMBLY TO FOUNDATION: First wali studs shall be connected to the foundation, sill plate, or bottom plata with uplift connectors. Steel straps shall have a minimum embedment of 7 inches in concrete foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the bottom plate. 3 inch square washes shall be used with the anchor bolts· Anchor bolt spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: Type I exterior shear walls wtih a minimum of 7/t6 inch wood structural panel on the exterior attached with 8d common nails at 6" D.C. at the panel edges and t2" D.c. in the field, and 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" D.C. at panel edges and 10" D.C. in the field shall be in accordance with the length requirements specified in table 3.15a-b. 6). TYPE II EXTERIOR SHEARWALL CONNECTIONS: Type II exterior shearwalis shall meet the requirements of table 3.15a-b times the appropriate length adjustment factors in table 3.16. INTERIOR SHEARWALL CONNECTIONS: permitted to be increased when inter[or shearwalls are used· Sheathing and connections shall be in accordance with 2,4.4.2 and 2.2.4 respactlveJy. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Header and/or girder connections shall be attached with upfflt connections iD accordance plates shall be have steel connectors in accordance with table 3.5. 9). CATHEDRAL CEILING ASSEMBLY: Where a ridge is to be used as a structural beam, the rafters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge along the open ceiling part of the building. Connections to the ridge and wall shall be be attached with the above requirements. DECKAND COVERED PORCH NOTES: ~. Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber· , hangers and anchors to be galvinized or stainless steal 2). Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2" dta x 7" long anchor bolt with washers and nuts. 3). Posts supporitng girders shall be ,anchored to a 12"x12'x12" thick concrete footing. Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts· Footings Shall be 3 ft. be[ow grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders· ¢). Deck joists to have blocking at 8'0 5). A minimum of 10 inch flashing sh~all be installed between the building and ledger, Ledger to be fastened to building with 112" dia. bolts with washers and nuts where neaded. ,. Concrete piers shall be a minimum 6" above grade. · Al[joists to be supported with hangers and anchors, Each Joist shall also be anchored to girder(s)· · Covered Roofs shall be assembled and anchored the same manner as a typical building. PLUMBING NOTES 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential Construction Code. 2), Verify septic system with the Engineer for Suffolk County Health Department approval· · If wall studs, plates or joists are cut out during installation for any plumbing re)ated work, with the pacing permitted. HVAC SYSTEM NOTES t). Mechanical subcontractor is rsspc]ssible for adheatiag to all applicable codes and safety requ rements. 2). HVAC subcontractor is to tully coordinate all system data and requirements with the equ pment supp er. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for fina rev ew and approva). ELECTRICAL NOTES: · All electrical to be instaitsd as per' N.Y.S. Residential Construction Code. · All electrical work shall be apprewed by a qualified Underwriter. · Install Smoke detectors and Carbon Monoxide detectors throughout as per section R317 f N.Y.S. Residential Construction Code· NAILING SCHEDULE ROOF FRAMING: JOINT DESCRIPTION NAIL NAiL QTY. SPACING NOTES RAFTER TO 8' WALL: 3-8d COMMON EACH TOE-NAIL TOP PLATE 10' WALL: 4-8d COMMON RAFTER CEILING JOIST 8' WALL: 3-8d COMMON EACH TO TOP PLATE 10'WALL: 4-8d COMMON JOIST rOE-NAIL CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3.4 EACH FACE TO RAFTER WFCM - SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER END NAIL RIM BOARD EACH END TO RAFTER 2 - 16d COMMON END NAIL WALL FRAMING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING NOTES TOP PLATE TO PER FACE NAIL TOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 TOP PLATES AT JOINTS FACE INTERSECTIONS 4 - 16d COMMON EA, SIDE NAIL STUD TO 24' FACE STUD 2 - 16d COMMON O,C. NAIL HEADER TO 16" D.C. FACE HEADER 16d COMMON ALONG EDGEr NAIL TOP OR BOTfOM 2 - 16d COMMON PER 2x4 STUD END PLATE TO STUD 3 - 16d COMMON PER 2x6 STUD NAIL BO'I'TOM PLATE TO: FLOOR JOIST, BAND JOIS'l 2 - 16d COMMON PER FACE NAIL END JOIST OR BLOCKING FOOT SEE NOTE: 1.2 FLOOR FRAMING: JOINT DESCRIPTION NAIL NAIL NOTES QTY, SPACING'-' JOIST TO: 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER JOIST NAIL BRIDGING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST END NAIL BLOCKING TO: EACH TOE SILL OR TOP PLATE 3 - 16d COMMON BLOCK NAIL LEDGER STRIP EACH FACE TO BEAM 3- 16d COMMON JOIST NAIL JOIST ON LEDGER PER TOE TO BEAM 3 - 8d COMMON JOIST NAIL BAND JOIST PER END TO JOIST 3- 16d COMMON JOIST NAIL BAND JOIST TO: PER TOE NAIL SILL OR TOP pLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF SHEATHING: JO,NTDESCR, ,ON SP ;. G ISTRUCTURALEANELI Bti tABW%%T*.= C3'" CEILING SHEATHING: JO,.TDESCR,PTION sP[ i G GYPSUM ,~ c.r~c, ~ 7" O.C. EDGE WALLBOARD 5 .... b,.. 10" O.C. F ELD WALL SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY, SPACING STRUCTURAL ~S PER TABLE 3.! PANELS 8d COMMON WFCM - SBC 7/16" OSB 6d COMMON 3" D.C. EDGE PLY~VOOD 6" D.C. FIELD GYPSUM Bd COOLER~ 7" D.C. EDGE WALLBOARD 10" O.C · FIELD FLOOR SHEATHING: JOINT DESCRIPTION NAIL NAIL QTY. SPACING 6" D.C. EDGE STRUCTURAL1. OR LEssPANELS Bd COMMON 12" D.C. FIELD NOTES: THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 1). Nailing requirements are based on wall sheathing nailed 6" on-center at the panel edge. If wall sheathing is nailed 3" on-contsr at the panel edge to obtain higher shear capacities, nailing requirements for structural members shall be doubled, or alternate connectors, such as shear plates, shall be used to maintain load path· 2), When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be reduced to1 - 16d nail per foot· PLAN CONTENTEd: OCCUPANCY CLASEOFICATION BI IILDIN~ USE BUILDING HEIGHT TOTAL ~3. FT. OF CONSTRUCTIOn' DESIGN CRITERIA PRESCRIPTIVE AE~ PER N.¥,5, RESIDENTIAL CONSTRUCTION CODE AND ~T. BALCONIE~ DEC~ ATTIC~ ~/o ~TORAGE ~TTIC~ ~/ STORAGE 20 (LIVE LOAD~ ~00~ (OtN~ THAN ~LE~IN~) 40 ~T~I~ 40 ~AU~IL~ (~NT DI~TION) 200 EXPOSURE CATA~O~T LOAD PAtH 6EE CONSTRUCTION A~IND P~TH CONNECTION (ROOF - FOUNDATION) DETAIL PA~E ~ GENERAL NOTE NAILING ~CH~LE BEE ~AL NOTE PAGE EG~E85 6EE FLOOR PLAN6 AND ~INDO~ 6CWEDULE FIRE PROTECTION (SMOKE ~ C02 D~ECTO~5) ~ ~EE FLOOR PLAN~ ~U~ DE~I~ N/A - ~T~NDARD 5TIC~ ~AME CONSTRUCTION ~GT CALCULATION~ CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC FROST WINTER ICESHIELD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN LINDERLAYMENT FLOOD LOAD ! (MPH) CATEGORY DEPTH TEMP. REQUIRED HAZARDS 45 LBS. 120 B SEVERE 3 FT, MODERATE SLIGHT TO TO HEAVY MODERATE 1'1 NONE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: SHEATHING LOCATION NAIL SPACING NAiL SPACING AT INTERMEDIATE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES 4' PERIMETER EDGE ZONE lid COMMON @ 6" D.C. 8d COMMON @ 6" D.C. SEE NOTES; 1,3 INTERIOR ZONE Bd COMMON @ 6" O.C· 8d COMMON @ t2" O.C· SEE NOTES: 1 ( BOTH FIELDS) NOTE: 2 FOR PANEL FIELD GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O,C. 8d COMMON @ 4" D.C. SEE NOTES: 1.3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1 ). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, the 4 foot perimeter edge zone attachments required shall be used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to rafter/truss framing members with G>0,49. For framing members with <0.42<G<0.49. the nail spacing shall be reduced to 6 inches D.C. 3), Tabulated 4 inch D.C. nail spacing assumes sheathing to rafter / truss framing members with G>0.49. For framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches D.C. WALL SHEATHING REQUIREMENTS FOR WIND LOADS: NAIL SPACING NAIL SPACING AT INTERMEDIATEJ NOTES iHEATHINGLOCATIONI AT PANEL EDGES I SUPPORTS IN THE PANEL FIELD I 1 " " ISEE NOTES' 1' 3 ( SeTH FIELDS 4' EDGE ZONE 8d COMMON @ 60.C, 8d COMMON @ 12 D.C. NOTE: 2 ~:OR PANEL FIELD INTERIOR ZONE tSd COMMON @ 6' O.C.I 8d COMMON @ 12" O.C. I SEE NOTE: 3 NOTES THESE NOTES ARE ONLY TO SE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY· 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used. 2). Tabulated 12 inch D.C. nail spacing assumes sheathing attached to stud framing members with G>0.49. For framing members with 0.42<G<. the nail spacings shall be reduced to 6 inches D.c. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails· NOTE: CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1). PROVIDE 5/8" TYPE-X; SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2), USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. 3). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Section R602.8 - I~REBLOCKZNG RE~UIRED FIreblocking shall be provided to cut off all concealed draft: openings (bo~ vertical and horizontal) and to form an effective fire berder between stodes, and betwean a ~p story and the roof space. Fireblocking shall be provided In wood-frame censtm~ion In the following locations. ~.). tn concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed horizontal formd spaces shall also be fireblocked at intervais not exceeding 10 feet. BeEs or blankets of mineral or glass fiber shall be allowed as fireblecldng in walls constructed using parallel rows of studs or staggered studs. 2). At all intorconnectJeas between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and cove ceilings. 3). tn concealed spaces beb~veen stair stringers at the top and bet~om of the run. Enclosed spaces under stalrs sbe[I comply ,with Section R314.B, N.Y.S, Residential Code. 4). At openings around veal, pipes and ducts at ceiling and floor level, to resist the flee passage of flame and products of cornbusftea. 5). For the fireblockthg of chimneys and fireplaces, refer to Section R1001.~.6. N.Y.S. Residential Code. M~,TTITUC. K, NY P~' ~J 2008, ec,,',~ l/4" = VINEYARD PROPOSED PORCH EXISTING PORCH PROPOSED PORCH VINEYARD TOT,~,L P,&f~t~.ING RE(2UIf~ED.. RET,~IL 6HOP; 22~,~, 8,~. FT. - :200 ~. FT./~TALL = 11.3 5T,~LL~ 8~52 SQ. FT. - I000 ~Q. FT./ 8TALL = ~.~ 5T~LL5 TOTAL: 24,0 5T~LL~ (EXISTINg) (20 5T~LL5 REQUIRED) ' ' CATCH BASIN EXISTING WINERY FRAMED BUILDING EXISTING PORCH EXISTING PARKING CONDITIONS N gS°4'B'4-O'' W 208'.cl6' SITE PLAN SCALE: 1" = 40'-0' I ZONING: .~, (AGRICULTURE) ] HACARI VIN¥,~,~D hlATTITUCK, NY