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HomeMy WebLinkAbout37571-ZDOORS AND WINDOWS SCHEDULE DOORS WINDOWS AI,I doors and windows indicated are "Pella" -~' Enduraclad extedor.Hurdcaneshleld Impact Resistant with Perm,anent Grilles between glass. '~OOLENTRANC: TO' MASTER BDRM #1 2 IN GUEST BDRM #2 CORRIDOR DR1 DR2 DR3 DR4 DR5 Entrance 2-6 x 6-9 3082 2-6 x 7-11 3096 6-3 x 7-11 7596 4-11 x 6-9 6082 Note: All interior doors to be sOlid core paint grade 2'-6" x 6'-8" unless otherwise noted All closet doors to be field measured. A (1) 3-9 x l-10'4523 + (3) 3-9 x 4-9 4557 H 3ri-X--2'11 3735 ,-' :. .:- Egress / 4-0 x 3-11 4847 3-1 x 4-9 3757 J 3-1 x 4-11 3750 Egress 3-5 X 5-11 4171 Fixed EEDWITH 2-1 x3-1i 2547 DO NOT PROCuNTiL SURVEY,K 2-1 x4-11 2559 D 2 5 x , FRAM,NC L 3-1 × E - 2-1 2925 : OF FOUNDATION LOCATION HAS BEEN APPR0~/ED. U 2-1 X3~11 H~gh~,Gables F 2-5 x 5-11 2971 ~ N 1-5 X 2-9 G 4-0 x 5-11 4871 Egress {3 3-1 X 3-1 3747 M COVERED PATIO ELEC?RICAL OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY RETAIN STORM WATER RUNOFF Basement PURSUANT TO CHAPTER 235 OF THE TOWN CODE. PLUMBER CERTIFIOA TE $ UPPL Y ~ EXCEED 2/1~ ~ OF I% LEAD. ALL PLUI~I~ING W~STE -& WAFER U,NES'.NEED ~%EST~Ne eEFORE COVERINa APPROVED AS NOTED GREAT RM NOTIFY BUILDING DEPARTMENT AT 765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & ?LUMSING 3 INSULATION 4. FINAL - CONSTRUCT[ON MUST BE COMPLETE FOR ALL CONSTRUCTJON SNALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE, NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS, LAUNDR~-~ A-7STRUCTURAL A-8STRUCTURAL A-9ELECTRICAL A-10 ELECTRICAL STRUCTURAL' A-11 WIND PROTECTION AND CONNECTIONS A-12 GENERAL CONSTRUCTION NOTES '1 FIRST FLOOR PLAN scale: 1/4"=1 '-0" ,,DINING PANTRY Note: All extedor dimensions are to face of stuids DOORS AND WINDOWS INDEX A-1 FIRST FLOOR PLAN SCHEDULE A-2 SECOND FLOOR PLAN A-3 SOUTHAND NORTH ELEVATIONS A-4 EAST AND WEST ELEVATIONS A-5 1/4" SECTIONS A-5 A-6 Note: Provide FIREBLOCKING as required By NYS Building Code ( R 602.8 ) %" SECTIONS - DETAILS ,' BASEMENT FI~OOR PLAN STRUCTURAL ELECTRICAL WITH ALL CODES ' STATE & TOWN ES IIRED, · DEC ,\, . / 1000-22-3 -18.14 2 BDRM#4 i'I ~8 ~ l BDRM'#8 ~ BDRM #9 // CLOSET' BDRM #5 ~ ~, OPEN ~). BATHRM #9 ~ ~ ~, BDRM #10 // BDRM #11 CORRIDOR CLC SET CLOSET BDRM #6 CLOSET BDRM #7 2& A.4 BDRM #15 GALLERY 'CLOSET s, CLOSET BDRM #12 /¢ Lo BDRM #14 I BALCONY BDRM #13 ~L N~e: All exterior dimensions are to face of'studs SECON OOR LAN scale:l/4."= 1';0" LOW ROOF CHORNO ASSOCIATES archlteet~. 8OUTHOLD, NEW YORK REVISED:2-22-12 NOTE: If comer boards are omffted, and wcl shakes interlocked, Flairs could be made at the point Of connection between Shakes and stonm water table. scale: 1/4"=1'-0" NORTH L~JDJ~L RIGAS RESIDENOE .. EAST MARION. SOUTHOLD'iTowF, I' Ny CH~)RNO ASSOCIATES ' I SOUTHOLD, NEW YORK DATE: .f WEST ELEVATION' EAST ELEVATION GABLES DETAIL SCALE: 1/2"=1'0" SECTION- 1 BALCONY SCALE: 1/2"=1'-0" IL 2 SECTION ". ' A-'.4 'RIGAS RESIDENCE· EAST' MARION SOUTHOLD'T©WN NY' CHOR'NO ASSOCIATES · OUTHOLD, NEW YORK REVISED:2-22-12 DA'rE: i:' 5-2-11 , A-4 STUCCO WALLSAT PATIO SCALE: 3":1'-0" STONE PIERS ' DETAIL SCALE: 3"=1'-0", TYPlOAL SECTION Scale:l/2"= 1'-0" w%% o - ATRIUM I 2 SECTION ...... A-5 Scale:l/2"=1 '-0". PATIO EAST EEEV. · __ -- .~ Lo SECTION PLAN FIREpLAcE Scale: 3t8"=1'-0", FLOOR .PLAN Scale:I 1/8: I'-0" SECTION I scale:l/4"=1'-0. GARAGE ELEVATION STAIR, DETAliL Soate: '1 112'=T-,0" REVISED:2-22-12 -. RIGAS RESIDENCE ,,^,E: 5-2-~ EAST MARION SOUTHOLD'T©WN NY A-5 c.o..o $OUTHOLD, NEW YORK '-1 17 ~ T L,!.iJ r lm /I c~ ;~ / I / 1 ,i.. scale:l/4 =1-0' REVlSED:2;22-1:~ !~~ RIGAS RESIDENCE DATE: 5-2-11 '"" '°' EAST MARION .-~'..~-~ :~- ~.~_,~:~ · . .,,' . .... ~,~,;:.?..'~' SOUTHOLD TOWN NY A-6 ~~ CHORNO..h.~.ASSOCIATES ~UTHOLD, N~ YORK I( ,ii' 7 (, ) (-70/,q47-~,,'-/,eld) ,ROOF FRAMING.. PLAN 'STRU,CTURA~, scale:l/4"=1'-0" r REVISED:2-22-12 CHrORNO ASSOCIATES c/ - A C9 - 1 post E~QRERAMING - ~_PLAbl scale. 1/4 -:i -0 I REVISED:2-22-12 RIGAS R,ESIDENCE ~'^~" ~:~'~' EAST 'MARION~ SOUTHOLD'TOW:N NY A-8 c.o..o.~ss_0c,^.Es SOUTHOLD, NL=W YORK ._.BDRM #1 ~M #2 #3 BDRM #2 BDRM #3 COVERED PATIO GREAT RM GAMES RM C lO -t DINING LAUNDRY', FIRST FLOOR PLAN ELECTRICAL scale: 1/4"= 1 '-0" RIGAS RESIDENCE D^~E: 5:.2-1.1 EAST MARION SOUTHOLD'TOWN NY A-9 CHORNO ASSOCIATES BDRM=/¢4 BDRM#8"~ II BDRM#9 BDRM#5 BDRM#6 ~)I~ #5 OPEN GALLERY BATHRM#6 T #14 ,BATHRM t -(~ 0 BDRM #7 i #11 BDRM #~ 3 -.5 #12t ~) BDRM #15 BDRM #14 ' BDRM #12 SECOND FLOOR PLAN ELECTRICAL STRUCTURAL ELECTRICAL SYMBOLS PLUMBING DIAGRAM (N.T.S.) scale:l/4"= 1'-0" _RECEPTACLE GROUND FAULT RECEPTACLE 1 - ~ WEATHER PROOf RECEPTACLE 2 _'-~- SWITCH ~ , z ,-; ~ CEILING LIGHT CENTER --~ WALL WASHER z~r-',',~::~,,!,'f-- ~5 # ~ # ? ~ e~ ,¢-~ #/.s' . ;¢/,/- ,-,,~,-',~-'¢" ~/,.e ~.,,~ #// .~/c. , F'C~--~.IGHT BRACKET ~-,'c ' "0" EXHAUST FAN Z PULL CHAIN SWITCH LIGHT SMOKE DETECTOR ~f CARBON MONOXIDE DETECTOR '~=LEVISION OUTLET ' REVISED:2-22-12 RIGAS RESIDENCE  CHORNO ASSOCIATES architects. ~ I ~OUTHOLD, NEW YORK GENERAL CBNSTRUCTIBN NF1TES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ~J:~-z~i mau~ 38P~- ~ I~ P~F' ~IVIn LSCE 7.-~ CREVISE~ FRI]H 7-98) 14nlnun Deslon I.oaLds ~a~ Bdldlnos ond I]*hae St~c-b~s GENERAL CONSTRUCTION NOTES' GENERAL FOUNDATION NOTES 6. I:~o~ cr~uL spe~t, ul~h one 8x16 ~ Iron Pouflde~ofl m~ toe- evePy 150 sclu4u'e feet o~ o~ e)r~*r~o~ 4~mmd~'dcm ueUs pr4c~ ~o bogkfllfnG cA l)~ne0e ~o be provided Gs p4~ sec;dan R40S o~ KY.~ r~ddew~t crab NAILING SCHEDULE ,~ ~,~ ,,,~=,,~'.w .~,m F~ z,,. sm .m4 Mm raTtan, m ~ C~NmUCmN ~ ROOF FRAMING, WALL FRAMING, ~ JUST, BN~ J~ r,- md ~ ~l FOBT ~r ~.. L E:[~ .~[ST tit ILOf:l~d FLOOR FRAMING, GENERAL FRAMING NOTES ROOF SHEATHINGm CEILING SHEATHING, TABLE 3,8 ROOF SHEATHING REQUIREMENTS FOR WIND LOADS, MILE B4Bq~d3. lIN~: NIB IIN~ lBIJStM ,,,u,,mm e 4"E~ 0d ~v~ I 4' E~ SEE mf,r~ I,J WALL SHEATHING, uv~ Sd CIi]LB~ 10~ ne e...m FLOOR SHEATHING, NOTES' GENERAL DECK & PORCH NOTES L U~l, ess o~w~Mse no'l~l, eLt Frmd~O M`cerk~t `co be il ~ pee~m~'e P. Gi~de~s Foe, froot ~c~s`cs 'co be nl~ 2-1~Y 2x10 unless othorMM rmT~d, Girders ,sho. U foe* el~wr Ixg. ted to pos~s w/ 1/~' Ch. GeLv. Ixi`cs o~ onchored on`co cMIcrete pMr. 4, ,Mt Ledgers G`ctoChed to I,wx,tse to have · FIo. stdnO b~-~ar, IGINdn0 behlrd *he sidrn~ betgeen the house ond tedoer. Ledoer ~ be be~ed to buidlno M~n ~/~' die, G~tvo~ized be(`cs, ~ Ni Poo~ PQ~ pos`CS ~ ~ to be 4' f0~og g~de, Ptl~s sh~tt ex~er~ t nb~d~n O~ &' obove 0rGda, 6, NL Fr~Pdr~ rm`cerkxl to trove opproprlG~e oGtvonized hemoers Grid GENERAL PLUMBING NOTES edge o~ ~:he J'cx~e, Incluc&qO 4 Pee~ m~ eech side oP the Poop peok, s~mU, be used 2). Tab, da`ced 12 b, tch or. floJt sl~zcbX) osw shee`chk,*D ,,,~d to retf'*,er / ~ ~ ~eFI)ers ~ G~4°~ Far Pr'm,~n9 ~ ~ ~2~KOAgo the nd spGc~0 sh6tt bo t'educed `Co & b'd:hes o~ , Pr~u~o m utth 0,4~,G~.49, ~ rrna spin:MO fdmtt be reducad to 3 ~ I~ TABLE 3,9 WALL SHEATHING REQUIREMENTS FOR WIND LOADS' NOTES GENERAL HVAC SYSTEM NOTES ~ NK:hs, K~L subcowkruc'b~' ,s rW Pm' =dhe~fno to ~tt W codes m~l stfet'y ~`cs. 2, H~6C sd~m,*~me' Is `co f%lU.y coM. dirm'b, ,ot ~ dna. mqd requ~s 3. NVN: sul0co~`cor to p~-ovJde ~t syste~ t,.ymrt d~mlfl0 m. td sulM~ I`C to Gener'=L ~mc~, ~ m~l equl~ .up~ ~- ~ei-d~t rev'dw ond ~op~ovot. GENERAL ELECTRICAL NOTES . , RIGAS RESIDENCE' DATE: ,' 5-2-11 EAST MARION . SOUTHOLD'TOWN NY' A-11 '~':~ ?~ CHORNO ASSOCIATES SOUTHOLD, NEW YORK PITCH 3~1P. 4,t~ 5112 6,12 7,12 12,12 RIDGE STRdtd:q~NG FDA 16" DC, RNrTERS ~ ClJJiEclzua SPARCAPACITY 20' 1073 24' 1287 678 24' 1017 [)8' 1186 3~' 1357 24' 783 28' 915 3~ 1045 36' 1176 12' 351 16' 469 ~0' 585 24' 702 28' 819 32' 936 36' 1053 20' 544 24' 652 28' 761 32' 870 36' 979 HEADER GIRDER CONNECTIONSt ROOF HEADER UPLIF1 LATERAL*' SPAN SPAR lbs. lbs, ~' 469 254 4' 939 504 6' 1408 762 8' 1878 1016 LKI' 10' 2347 1270 12' 2517 1524 14' 3L~ 1778 16' 3756 2' 620 254 4' 1239 504 6' 1859 762 8' 2479 1016 28' 10' 3098 1270 12' 3718 1524 14' 4338 1778 16' 4958 ~0~ 2' 770 254 4' 1540 504 6' 2310 762 8' 3081 1016 36' 10' 3851 1270 IP' 4621 1524 14' 5391 1778 16' 6161 PRESCRIPTIVE DESIGN REQUIREMENTS FnR STANDARD WOOD FRAME CONSTRUCTION WITH ALL MEMI)ERS AT 16° D,C, UNLESS OTHERWISE NOTED, RI~JE STRAPPING - RAFTER-TO-WALL TY DOWN CONNECTIONS TIE RAKE OVERHANG OUTLOOK CONNECTIONS RAFTER UPLIF1 SPAR 12' I]C!361 16" DC 481 HOLDDOWNS WHERE REQUIRED UPLIFT CONNECTIONS FOR. RAFTER-TO-WALL, WALL-TO-WALL AND WALL-TO-FOUNDATION WALL-TOI-WALL CONNECTION MIN, 8d NAILS NOTES SPAN CAPACITY REQUIREI) 427 ~ 5~6 lbs. 5 ~4' 726 lbs. 6 ere lb,. 3~' 9E7 tbs, 8 36' 770 Lbs. 7 HI]LMX]WN ANCHORS REOUIREB FOR TYPE I AND TYPE II SHEAR WALLS (6' PANEL EDGE NAILING) WALL-TO-FOUNDATION CONNECT'IONS CONNECTilDNS HOLDDOWNS WHERE REQUIRED STRAPPING TYPICAL WIND LDAI) PATH '" N.T,S, WALL 1'ff3LDDOVN HEIGHT CAPACITY (Lbs.) 9' 3375 9' 3800 10' 42L~J WINDOW SILLPLATE CONNECTIaNS HEADER UPLIF~ SPAN Lbs. 2' 254 4' 504 6' 762 8' 1016 10' 1270 12' 1524 14' 1778 16' 2032 NlM. NAIL SPACING F[]R ROOF SHEATHING w/ I~]OF RAFTERS e t6' DC HOLDDQWN ANCHORS I ! ~ - HOLDDOWN ANCHORS I .I I I I I I I I. J J J TYPICAL SHEAR WALL ASSEMBLY N.T.S. NAIL SPACING AT NAIL ,SPACING AT IN I bKHEDIATE LOCATION PANEL EDGES SLIPF~RTS IN THE PANEL FIELD 4' PERIMETER 6' D.C. 6' D.C, EDGE ZONE INTERIOR ZONE 6' O.C. 12' O.C. GABLE END WALL 4' [LC. 4' RAKE & RAKE TRUSS MIN. NAIL SPACING FOR WALL SHEATHING ATTACHMENTS NAIL SPACING AT NAIL SPACING AT INTERMEDIATE LOCATION PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE Z[INE 6' O,C. 1~' O,C, INTERIOR ZONEI 6' O,C. 12' O.C, GENERAL WIND PRDTECTIDN CDNNECTIDN NDTES A~SEM~L.Y FOR ALL CONNECTION~ AND TECHNIgLIES TO BE ~ ACCORDANCE WITH THE F~ tMANUd~ ~>. 1995 S~C HIGH WIND EDITKIN ~30D FRAME CI~ISTRUCTION b). SSTD 10n-'99 STANDARD FOR HURRICANE RESISTANT RESIDENTIAL CONSTRUCTI~Lq c). ASCE 7-02 (REVISED FRON 7-Q98> NINIHUM DESIGN LOADS FOR BUILDJNG~ RNa OTHER STRUCTURES THE GENERAL CONTRACTOR ARa FRAHER SHALL REFER TO ABOVE MANUALS FOR WIND PROTECTION FOR PAl]PER INSTALLATION. ALL OTHER CONSTRUCTION SH~LL IN ACCORDANCE WITH NLr~ YORK STATE RESIDENTIAL CONSTRUCTION CODE. 1). RIDGE TO RAFTER ASSEM~LYI 1-1/4' x 20 G~UGE METAL STRAP SHALL ~E ATTACHED TO EACH PAIR OF RAFTERS= WHEN A COLLAR TIE IS USED IN LEU DF- A RIDGE STRAP, THE NUMBER OF 10d COMMON NAILS REQUIRED IN EACH END DF THE COLLAR TIE NEED NOT EXCEED THE TABULATED NUN~ER rlF 8d ~N THE STEEL STRAP. 2). RAFTER TO WALL ASSEMDLY, LATERAL FRANING AND SHEAR CONNECTII]N~ FOR RAFTER, CEILING .JOISTS DR TRUSS_TO TOP PLATE SHALL DE IN ACCORORNCE TO CHART INCLUDED. USE 4 821 COMMON NAILS PL'RRAFTER AND / OR CEILING JOIST TO TOP PLATE CONNECTIDH AT WALL HEIGHTS UP TD 10' AND AT RAFTER / CEILING JOISTS SPACING ~ 16' O.C, FOR AN ALTERNATIVE FOR LATERAL AND SHEAR CONNECTION. WHEN RAFTER OR TRUSSES DB NOT FALL IN LINE WITH STUDS BELOW, RAFTERS OR TRUSSES SHALL DE ATTACHED TO THE WALL TOP PLATE AND THE WALL TOP PLATE SHALL BE ATTACHED TO THE WALL STUD WITH UPLIFT CONNECTIONS. 3). WALL ASSEMBLY TO WALL ASSEMlILY~ WALL STUDS ABI3VE AND STUDS ~LOW SHALL DE ATTACHED WITH UPLIFT CONNECTORS. WHEN WALL STU]DS A~OVE ])13 NOT FALL IN LINE WITH STUDS DELI]W, THE STUDS SHALL BE ATTACHED TOI A CONMI1N MEMBER IN THE FLOOR ASSENDLY WITH UPLIFT CONNECTIONS. 4), WALL ASSEMBLY TO FOUNDATION, FIRST FLOOR WALL STUDS SHALL BE CONNECTED TD THE FOUNDATION, SILL PLATE, BOTTOM PLATE WITH UPLIFT CONNECTORS. STEEL STRAPS SHALL HAVE A HINIMU~ EMBEDHENT OF 7 INCHES IN CONCRETE FGUN~TIOMS AND SLAB-OM-GRADE, 15 iNCHES IN MASONRY BLOCK FOUNDATIONS, OR BE LAPPED UN~R T~ PLATE AND NAILED ACC~CE ~ITH TA~E ~38 DF ~ I9~HI~ WIND EDITION W~D FR~E C~STR~TI~ MANUAL. WHEN THE STEEL STRAP IS LAPPED UNDER THE BOTTOM PLATE, 3-INCH SQUARE WASHERS SHALL DE USED IN THE ANCHOR BOLTS AND THE ANCHOR BOLT SPACING SI~L NaT EXCEED 72* a.c. FOR BUILDINGS WITH A CRAWL SPACE OR 2ASEMENT. BUILDINGS WITH SLAD-OM-GRADE SHALL HAVE ANCHI~R BOLTS AT A MAXIMUM OF 32' D,C. STEEL STRAPS ENDEDDED IN OR IN CONTACT WITH SLAD-aN-ORADE OR MASONRY BLOCK FDUNDATI[)NS SHALL DE HOT*-TDIPPED GALVANIZED COATED. 5). HCLDDOWN, HOLDDDWN SHALL BE PROVIDED AS SPECIFIED IN THE SHEARVALL REg~JIRENENTS OF TABLES 3.5A-B FOR WALL TYPE I OR TABLE 3.16 FOR WALL TYPE II SELECTED IN ACCORDANCE WITH 3.4.4~ FROM THE SEC 1995 HIGH WIND EDITION WOOS FRAME CONSTRUCTION MANUAL. A CONTINUOUS LOAD PATH FROM THE HOLD~I]VN TO THE FOUNDATION SHALL BE MAINTAINE1L WHERE A HOLDDDWN RESISTS THE OVERTURNING LOAD FROM THE STORY OR STORIES ABOVE, THE HDLDDOWN SHALL BE SIZED FOR THE REGUIRED HDLI1DOWN CAPACITY TENSION CAPACITY AT ITS LEVEL PLUS THE REGUIRED HOLDDDWN TENSION CAPACITY OF THE STORY OR STORIES ABOVE. 6). CONNECTIONS AROUND WALL OPENINGS. HEADER AND / DR GIRDER CQNNECTIOM SH~LL BE ATTACHED WITH UPLIFT CONNECT~INS, 7). WINDOW SILL PLATES' WINDOW SILL PLATES ALSO SHALL HAVE STEEL CONNECTIONS, 214 WALL SILL PLATE (FLAT), t-PLY FOR OPENINGS UP TO 4'1 AND 2-PLY FOR OPENINGS UP TO 6'0. 216 WALL SILL PLATE (FLAT), 1-PLY FOR OPENINGS UP TO ~'11 AND 2-PLY FOR OPENINGS UP TO 8'9. 7). CATHEDRAL CEILINGS, WHERE RIDGE IS TO BE USED AS A STRUCTURAL SEAM, THE RAFTERS SHALL EITHER DE NOTCHED AND ANCHORED aN TOP DF' THE DERM DR 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 THE SAME AS ABOVE REgLIIRENENTS, 8). A MINIMUM DF' THREE (3) STUDS SHALL BE PI~VIDED AT EACH CORNER IN AN EXTERIOR WALL, USE (2) JACK STUDS ON EACH SIDE DF ALL WALL OPENINGS REQUIRING A HEADER U!4LESS OTHERWISE NOTED. USE (2) FULL LENGTH STUDS aN EACH SIDE FOR OPENINGS UP TO 6'0 AHD (3) FOR LARGER OPENINGS UNLESS OTHERWISE NOTED. USE THE FOLLOWING USP BRAND DR APPROVED EQUAL METAL CONNECTORS TD MEET THE MINIMUM UPLIFT REQUIREMENTS, CONNECTIONS SHALL BE INSTALLED ACCORDING TD MANUFACTURES RECOMMENDATION TO ACHIEVE MAXIMUM UPLIFT CAPACITY. MINIMUM CATALOGUE DESCRIPTIGN LOAD CAPACITY FASTNERS NUMBER BOLT TI] VEK~iCAL MEMuLw (~) 3/4x;3-1/2 ADS5 HOLDDOWN ANCHOR 4000 Lbs. DOLT TO SILL, (1) 3/4x5-1/4 ANCHOR BOLTS BOLT TO VERTICAL MEMBER, (2) 7/8x13-1/2 BOL TaX6 HOLDDDVN ANCHOR 5100 tbs. BOLT TO SILL~ 7/8x6-1/9 ANCHORt BOLTS KHST~, STRAP TIE ,i~O tbs, (6) 5/8' DIA BOLTS KHST3 STRAP TIE 6180 tbs, (6) 3/4' DIA. BOLTS LSTAI8 FLAT STRAP 1055 Lbs. (14) 1Od COMMON NAILS LSTA30 FLAT STRAP 1670 Lbs, "'(22) lOd COMMON NAILS CATALOGUE DESCRIPTION LOAD CAPACITY MINIMUM NUMBER FASTENERS RTi'-------~RAFTER_TO-WALL STUD TY-DDWN RNCHO~'-"-----~ 585 lbs~ RAFTER L STUD, (&)8d COMM ..... RT20 .AFTER-TO-WALL STUD TY-DOWN ANCHOR 1105 Lbs, RT7 RAFTeR-TO-TOP PLATE TY-DOWN ANCHOR 585 Lbs. RAP lEK AND PLATE, (5> ed C~I~,~. ,~.~,~ RTl6 RAFTER-TO-TOP PLATE TY-DOVN ANCHOR 950 L~,s. PLATE, SPT44 ~ '6{ STUD PLATE TIE 1070 tbs, PLATE AND STUD, (6) 16a CE:~:; t~'2~ SPTH4 & 6STUD PLATE TIE 1470 tbs. PLATE i' RIGAS RESIDENCE EAST MARION SOUTHOLD'T©WN NY' CHORNO ASSOCIATE~ architects. SOUTHOLD, NEW YORK DATE: 5-2-11 A-12