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HomeMy WebLinkAbout40777-Z (...0 NEW CONSTRUCTION n bul 2,_, -11-1 15LAND 5TATE GROU1' < _ 0 - •• •• -• •• __ CD ..it■• Addition 1,o Cottage z W (..) •tt 0 „-- 41---, ,-„,;;;K.,-ii s,3,, ,,„ , .; !!-..',ii,A,3t, ,'", :,.. ',;..,: ,..r.,'s^---,:iil•-,i- , 0 . g LI_LLI h.. , y:l.i.---4. :, -,--:,,,,, ,,=-4,',;i, Ai?i,I4.1.7„i i.,._!, *,,,,--iII. ',•,,7-,4 (0 \_ 1: ill JIB IL I 1_, — _ --—, .,,, , ,,L ""4''''' ','4'iI'fii:-4r -eiIie.t/774.!-,,,,,i-:rir• i 0) > '-- ..1_> < c0 _ ( 'i';— 40.,,k,,i "Trli,e--"1.130 ^,i, : "SPIrs A , •:c:•,-,•• 1 viS 75 ill — di I . NINE 1, 'Z'f ^..§ ':.;'3'..; ' `-.4...: -.4- 1,... ,,N.' .-''''A,P101.Z' '',-',•-'" -4-1 = Z I Ilf I 1111 I II 1111 11 II I is.-,`-'..`-. -,1',, V`". ;;;07.,t;t4,r-.....1:::::714. ' 0 '..1•4'.'",t4 :k 45) M „.. _ lain I I 1116, I -----I--------- \ •-• ,j•- 41111111111111 Ir;l'IIII'e--eresi*e .,___ __ MINH I REUSE ___—__—_ 1 ...,,,,,,ider 7,47,,__,_-_-----*------,.. ._.„..,_ _ -,- , AXW25 I j AXW281 1 I__________. 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Project Type: Addition Climate now 4 15759 HDD) Adligalibh16. 0 Perrit Dat -e: >" _____ Permit Number: 11111111=1111111\,. — --------7---- U Constriction Site: Owner/Agent: Designer/Contractor: < 5375 sound Avenue Nancy rieryie,-DaTiqn ConsiAing, 4,A k6. - z , rAsit6bicit,NY Inc. V Al11maI1m1nha.IIuIII111l.IIuI111u.iiiiiuuiuiiiiiiTiii6. — Sotithold,NY Al I. ___ _ __ V .-::.s•-.-,aii:Tt;iiiii: 1-;_.:-',;`-'.: „ .__.:„._ ,.., __ , ___ ___ „_„ , . _ .: _ I. i Comolierse: 3.3.54 Setter Then Crede Mesionont W. 127 Your UA.: 123 i1'e w saner or warse-rtte.cede ode..roleces has ckm.to complarae the heds.a issued ao rode a-4door'•niar.. - __ L _ i,............... ..........................., It DOFF.NO-;row V,.an evar--aae a,'tene,11...or cost retxtmo ra a ranir,or-codo horns ,____ I I i 11 1111 Ii id il 1 1111 11... I I 1111 I I 1 I _ _ Envelope Assemblies REUSE 71--11-1 TN NEW NEW ---------------------------- .___ 1---. CWI4 _MILA25 1 CWI4 4 ' ' ‘.1-4,44ezi071,.? —6.1.,...6... *'"--;.;• ,:la i Li LI lI id .1 IL , ____ _ ____; L _ _ Poor 1:Ali-Wood loistifruss:Over Uncond tioned Space 510 190 00 0 047 24 JJJjj JUN i....4 0 -__,---_-___--- ------____-_-____.-_-___------ 0 Wail:Wood Frame,16'•o c 745 15 0 0.0 0 077 50 _ Window 1:Vire_AtFibeng!ass Frame:Double Pane with Low-E 60 0 320 IS IIIIIIIII III flUTHDYEPTOZeLDD Lti Door 1:Glass 39 0 no 12 --------1--------- -±- Ce?ing J.:Flat Cei7:re or Scissor Truss 510 300 00 C 035 IS JUN 1 5 2016 -------- — o< W Compliant-a statement The pad building design described here k consistent with the building r:ians,specifcatioris,arid other calculations submitted witii 0-ie ortor-it applicat;on.The proposed buikEng has been designed bo meet the 2010 New York Energy I I LI Li I Li II I I .1 I Conservation CoasS-uction Code requirements in RE5ctreck Version 4.5.1 end 19 comcily'Frith the mini:lag:or/requirenrrsrbi fisted in the REScheck Inspect on Checkikt TOWN -I-1 0---I Nsrne-rale Signature Date -, .- • . . . . . . „ . . .. . ._ , _ •vl -i C.) Cr 1- _..1 ce . „ • . • j.::0 0- , .. • 0 . , 1..•1 0_ N- ( 4.4 >- z T. 01..I i in 1-- - <7 z a i,-. RIGhT SIDE ELEVATION v-, 1'f,,,-;•:,!i , .1 e 1 SCALE: " = I '-0" Proje,:t Title:Island Estate Group Report date: 06f03/16 Data filename:Untitledsdc Page 1 of 6 1 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWNG AND RELATED DOCUMENTS IS A VIOLATION OF ‘',---- ", '-\' isc''=1.)I"Er','-------'''''_A \ A • o C9 0z H O z z • (V Qm E a_ < 6 z (D . z ILI Q H NEW CONSTRUCTION m O j ..Y 0 � < gni Z Ai.. ILn o N 75 „,iiinam..4/ hi.. i. IJLILl� v ► 1b. ill—IMI L I _ J _ I �1 Hull - I I , � ll NIIIIIIIMENI .. � 11 11 1 1 11 III III I1 1 1 11 11 I lb. z ----- NEW ---.- . .,�. - - " NEW U /\ ;� 1 . 0 Y CWI4 CWI4 I _ - - w1--- —_—___1: p r _ [1 U - U 1 _ U I _ I EXISTING I Q I II Illi 1I II II I ,FW 6o 11 1 I I 1 1 1 1 11 11 I 1 , i J III III 1 1 u 1-1 1-1 1111111111111111 I o4 o 0.4 U n 1k U LU 1) CL v aw BACK ELEVATION < NEW CONSTRUCTION U SCALE: '*" = I '-0" 0- • •p..l J F- . J O n',. V O a 1+1 z}c o� x� 1-6 z,- <t•-• -a,- U -- - z 11111111111 mn MIN NEW j z 6068 — - _ - - - - - - - - - - J D o Mill . UM""" _, I I cn o � � EXISTING 1 AXW2B I O n— -- — 11111110 I z t •u.i�iu■ MI ��■iM�M■rMl U o 1 r - . . TTTri-,II [ I 11 It I 1 11 II 11 11II 1 1 11 11 I 1 II II 11 11 11 1 I 11 11 I 1 11 II I I II W . , . ... . • . ..-..•.. -, :- oz t ... EXISTING o CWI4 W lit r: , r)Af,": �`;,1.', O.,,,',.. U /t;' .,./....,,,,;\••-% LEFT SIDE ELEVATION �,<L, xl ., n, �,t z SCALE: ,i." = 1 '-O" \\ -t` ,., 11 /A F1,:i.-- • :ii . 2 UNAUTHOKIZED ALTERATION OK APT)/TION TO THIS DRAWING AND RfLAT O DOCUMENTS 15 A V/OL471ON OF. 1---,-:', ""."1.` . . :AT',-,1'- '1' Q C9 �- O z z N• C < • LD z z -§ w to ci U Q > L] (f) 0 CL O ? - cc-5 M 4, < `i, Z NEW CONSTRUCTION uj — u 1 = Lt ca Nn .' p 15'-6" \• J,..4: _ _--�I .. - . _ toy - 'a O I +' PROVIDE SIMPSON PHD5 341 BASEMENT I I PROVIDE BEAM POCKET IN 1HOLDDOWN (TYP. 2) WINDOW(BOTH+ FOUNDATION WALL; SIZE ANCHORS AT ALL CORNERS z AS REQUIRED*TAR ALL THROUGHOUT O SIDES (I TPICAL) I- / NEW 2x8 F.J. e' DIAMETER ANCHOR BOLTS Q @ I6"O.G. I / - W/7" MIN. DEPTH @ 48" O.G. 0 WI MIN. 3"X3"4"WASHER @ PLATE Q Q 7_2" r 7_2„ 3 ." DIAMETER STEEL LALLY COLUMN BURIED IN 24"X 24"X I 2"POURED CONCRETE FOOTING (IYP. — f •:y, CIOUBLE JOISTS UNDER'4I ° • 8" POURED CONCRETE 19`5 :~ALL PARTITION5 RUNNING • I . 'k FOUNDATION WALL W/ 6"x 6" LANDSCAPE TIES TO HOLD BACK GRADE I :.FIARALLEL(TYP. ALL AREAS) I I • I'-4"X 8"d. FTG.; PROV. — -#4 REBAR IN FOOTING (TYPICAL ALL AREAS) Mo_ \ Null 5D$ F—i UI O'_O" r 7'_1 I CO EXISTING DRYE'VENTED L DAMP PROOF PERIMETER w EGRESS CW 14 TOO TSI DE E II I — I OF FOUNDATION WALL .. /I 2668 INSULATED O (TYPICAL ALL AREAS) 4i..I Q � a w BEDROOM DRYER DOOR w/SWEEP c/ - t AS EXISTING DI 4" P URED CONCRETE w ... SLA ON COMPACTED FILL; , C.) J a '0 N I R-1 INSULATION V .re o WASHER o TYPI 'AL ALL AREAS o• LAUNDRY NEW BASEMENT cA '"' EXISTING cod UNFINISHED, UNHABITAELE I C�.) w a N. cod STRUCTURE VIII WALL LEGEND: 206 Z oN. IS POST FROM RIDGE II 8" POURED CONCRETE I-In EXISTING CONCRETE FOUNDATION UTILITY _� TO FOUNDATION FOUNDATION WALL Z WALLS w/ACQ WOOD FRAME CLOSET CLOSET2068 3068 INSULATED WITH 1'-4"X 8" FOOTING; a'1•7. WITHIN, AUTO REMAIN CLOSET DOORw/SWEEP ALIGN FOOTING DEPTH /20G6, I ` TO EXISTING 26` 5D d I _i 1 2'-0" NEW CONSTRUCTION: 0\j 11' i ALIGN WALL CO NEW 2x8 F.J r. ` U / II I I 2x4 STUD FRAME EXTERIOR WALLS 06� Q I I 16"O.G Q. z BATH w I r•.d• @ IC"O.G.; 8' PLYWOOD SHEATHING, FOYER = DOUBLE JOIST Ir— • --j I 2068 i:;,; R-15 INSULATION 2' GYPSUM BOARD 9 2068 u" i_. ON INTERIOR SIDE z N I uP III CLOS T % •- '////// 2"X 4"ACQ STUD FRAME WALLS ~-.I m AGAINST CONCRETE; R-I 1 INSULATION o o ^ 30"HIGH LEDGE r) 1ti 286a R`L - °` 4 z" DRYWALL ON FINISHED SIDE q? 11----ii 1 F 1 y>; s ,a ,,,; JX ;y '� ?A' rim<ti',.'•i 0 z , i. : ", rivGX Y I� I •.. NF 19.5" REUSE Axw28I ",,�\,�\v., 2"X 4"STUD FRAME INTERIOR U m 15,_x, PARTITION; R-1 1 INSULATION * i" DRYWALL ON EACH SIDE Z 34'-5" r� V y (5) O W v z NEW CONSTRUCTION > CZ o LOWER LEVEL FLOOR PLAN �, SCALE: I" = I'-0" 0 ir¢ _U 4p"t• (3 �7:`'t- a v i0-:.;''';',-,,,...;?",..:-A` z fitz'ijk ' '''''';•F24 t�'q �k �- Jam,.„ -1TF;9-71- .i`/." 3 UNAUTHORIZED ALTFRAT/ON OR ADDITION TOP-115 DRAW/NG AND RELATED DOCUMENTS 15A VIOLATION Of,` '_'. , 1.'I.. . .t i1'r 1 'A't Di LD w O N Q z ch• C D_ < 6 z 0 ztu '( H Q 0 CO o CC m O CD 2 b- 0 } 4 Q a- m -►� z 1 NEW CONSTRUCTION w �0 N > n = In N t o 15'-8" / NEWCWI4 NEWCWI4 %% 15'0" ^,, WALL LEGEND: z / NEW 2"X 8" G.J. 0 WALL TO REMAIN ❑— ❑ @ IG"O.G. / p ------ WALL TO BE REMOVED I) DECK BEDROOM EXISTING 4 RESURFACED NEW NEW 6068 SMOKE CARBON r,M'','w NEW CONSTRUCTION ' 2"X C"STUD FRAME EXTERIOR WALLS ❑ ❑ 1755Q.FT. R-15 INSULATION, 8" PLYWOOD 29.4%LIGHT 20%VENT - SHEATHING, WRAP 4 SIDING TO MATCH; PROVIDE I LAYER 2" GYPSUM BOARD — R-30 INSULATION _ 3 ON INTERIOR SIDE 2 TYPICAL ALL AREAS �• z ~. 2"X 4"STUD FRAME INTERIOR PARTITIONS ,./...7' ` • • w/ ." GYPSUM BOARD ON EACH SIDE; USE I 2668 , 1, 2468 iry qui 2668 2668 Mr z r � MOISTURE RESISTANT BOARD IN BATH \.J EXISTING x ///%, 4 USE CEMENT BOARD ON ALL SURFACES z Q CLOSET ' O II In TO RECEIVE TILE ^� 0 0 j//////i,i//i//�////,�//,//.,// p-1 w z z g= BATH �� PROVIDE 2- 2"X 10' HEADERS a czi 1- I c 3 NEW v ABOVE ALL WINDOWS .4 DOORS a ce _C T N — T m UNLESS OTHERWISE NOTED o e til j / I PITCHED GREAT ROOM PITCHED > %O tu Di 5D4 2468 F o Q ,� a F \ EXISTING Z co 0 �' 3 0 a 1- ,_'i � - z WO LLxj _� IF. � ' �Q /��(� /� v �) 0J Ln w Q U , 01 z L , O (!,.� //; / // r'////iii ///,i //// . ; 0d O O I I�_ " ,� n-- w / EXISTING C.J. = I u',., 1• `� c TO REMAIN / F _ _,- 1 o Z-/ I ° c 2668 9'-7"CEILING HEIGHT I--I C" S O "SECTION)6 O a THRU CENTER SISTER NEW 9�" LVL ////// W 'SECTION y Z CO• W z A (13 ITO EXISTING RACIER _ -�3'3° I0 A a N- I– z � _J CLOSET BEDROOM n .. — NEW .n 2068 SMOKE 4 CARBON q �f 2068 N 11-._--0 PITCHED / EXISTING 10" RAFTERS -' 1125Q.FT. U • --IN 10 H%LIGHT —77 - TO BE CUT BACK / _ 2'o" 7..%veNr ., KITCH.�N TO ACCOMMODATE z CEILING HEIG-IT i T z - Z DOWN I > / O 0 Ln ,-. 8'-5'. .. �r(^) O 000 1 I r �_ V 7 2 I I---.__-._...__7 11 I icx-„;:4„':,:,,, •_.rt::.,.,} +;??:,X,,^X.0 . ),,./.. :, X1 t I L'I' Y1,,),: Li C) az MAIIJMGtEDLLE NEW CONSTRUCTION 1- o ;•}a: a+:-..-.'",7 d.7C,.::,r.C7 rgk+.rr...2-•r_l- :. C_1..4V.'1.C_ Z Z N CO Q z:.,114TGE JIPTOM M IL DUALITY MAIL 5P..1, 1:1- Q C9 Z e Qa"mCiV:MY. .. .. .. .. _Z 7.2:..,.:1-C.277C,1_'•,•_472 -=s 10:,1,1; 3•35•:'.v.• -2. __:•=•a- I I e" LVL RIDGE SIMPSON H7 W . 3 :.,- _. . .. ' : - f -=-_=- CONNECTOR Q t- Q C� '=.577C1.11, '7C r4S4'_.'_I:.•-2_ '•,C 2, e3 i,<Lan 7.42_2 2.7 :.C*•L4'• _ D U no >- .'7�,..7.S-L4".S C',-••"4_-rC'�.3 ,-_•_§;.4�9_� a^_�4'�_la.- _,=^•!_4+ IXISTING RIDGE a =a:_4_re r=i:,.-'e_ =,=2x4".'a 922 7105.12.A1 '2°27'e F POST TO RIDGE A5 2"X 10" R R. FASCIA, VENTED e.-:.,:'r.=- •-..-_e ,=2/..'1,!-2. :_a. SOFFIT it I"x FREIZE e wi w=.,-a-, 2.1`..41.23 s Ic..e __ 2.; EXISTING R•OF SHEATHING ST/� SHOWN ON PLAN @ 16"O.C. TO REMAIN !6'i_..JM.10.1:MS nY 7._4-erC r.7._4-.2 •4ti 24"4'.'23 ;_+S.; • ••7.:,:".7 O !1 2 L 7.o-7._4-nAr2,2. 2.-C1.a ._,C204...t3 4Ici Ct.a_•4•_.. J 37:77C5.'7 7".,C1'.1,:V.-1; Z.' IS; rL'Cc EXISTING C.T. TO REMAIN ��r/N -4-11 Q Co -,e472er=••'247122 1.4X'2104+_"J' +is ,.1;.C,.=.4.C1.-. ..2a 2x8 C.T. 2- 2"X I O" HEADERS ABOVE cZ 75 70.C 2 1==X40,4 7.._472 r=a7V e.7 1.1...-2 a '!5.: __«:car,_"a `\ - e_ls+ :�l.a-..a O 16" O.C. > I �_ ��� � I 1 WINDOWS $ EXTERIOR DOORS - z 4..43 _;::227:,3 \'� 11- - - 2x8 G.J./C.T. @ I G"OC = PROVIDE SIMPSON 0520 ll! cn 0 CV -=-c +-_4-2-=ra=re 7.r -_ �r1S� N STRAPPING ABOVE ALL 75 m tc) - O 1,a -C 3712-:..=2-.=e 2 r.= : .=2}:4::23 a +L: '- - eb0 N N M 1` 4-1 O 2-9z" LVL HEADER /N N imn p � exxr vs areN 1 2"X 4"STUD WALL @ - ..,:5711:5'__7C.r•_4r=r_� e_ •__ -_ , 3 -r4 4 -_'a_ 4.33 -2+.33-9-1, i REMOVE RAFTER ..J cs) I6" O.C. W/ R I5 INSULATION _t07. iTC.-=e' 7X2 N-4'-=a =-a= e ALL HEADERS TO REMAIN GREAT ROOM ENDS THIS SECTION '�=-C`_1.'-.=.0_- -=24.4L2. :_2: _,_ _.7 N BEDROOM R *8" CDX PLYWD. SHEATHING ' .'' UNLESS OTHERWISE NOTED; 2.:77tVi7.=2::_Ce7•==•_472 7=21041.1a =-I c..3 -^'_.!'2._== PROVIDE 2 2"X 8" HEADERS IF 10 `0 W/'TYVEK' HOUSE WRAP "4--w'4., v_+c: •47...17 a- - K. HALL CLOSET SIDING TO MATCH 7.2-7.,1.1.!;,322.7.7.^!e2,'.r r=2+.,L2a 2_2: MX27 NECESSARY ABOVE ANY WINDOW 2w-.7.•=277r_:= F..a"..4L2a 33'00+ "2....0 OR DOOR eINC.=277C a:.:_Ce7C•°•_4r2 77.72 V.,L_a X I 3 __ 2"X 6"ACQ SILL PLATE EXISTING EXTERIOR WALLS, 311 OVER SHEILD OVER z 299"3"2{-i:Ms PLYWOOD SUBFLOOR Q �_�..,_.,� 2"X 4"STUD FRAME SHEATHING TO a" PLYWOOD SUBFLOOR MATCH TO EXISTING FLOOR SILL SEAL; PROVIDE SIMPSON rr.2_z.*e-2-_.2aa.es=+a=_ +s•c.c._4-.47r-,N2.r2a.M REMAIN; PROVIDE HOUSE WRAP * Y-� c' CS20 W/ LPT4 CONNECTORS �- 2: W3.k-+.-2"S,aa,4-1a'-"'a-a2Jr�`2-4:- -'2-7 CEDAR SHAKES, NEW R I5 INSULATION 1 EXISTING F.J.TO REMAIN VP4 R-21 INSULATION t� NEW 2x8 F.J. @ 16"O.C. RE R.-I9 INSULATION ''� D .-e:,=-_:._. FC•C' s•,kr r4+4t" 1:3.1.4s.- 4- �,i... :....�..- a: 2..+2..4-2.2'_--=x.22:-"--2-410=_1•-- f $2"GYPSUM BOARD ON INTERIOR '' 5i D •-r •- -- �. =•r-2 7.2 2.:. 2-_22.'27..7. 22r_•_d.__:.,.1a •_.e,. 9723•--2___ 03,33 2f'_,;x"22:.:2 3 92' LVL GIRDER ..-'---"------- --- !..:,:a 8 IAMEIERANCHORBOLTS 20.:,:az-k'eA174•3..VC!vr__'. 32.92."»-4`1.22:3E. W/7" MIN. DEPTH @ 48" O.C. 7.2`213134 i:ys BASEMENT WI MIN. 3"X3"4" WASHER @ PLATE :+-.2:1.<:'.' ;e:4-a I BEDROOM LAUNDRY 2:cc.7�•� 7 12; Cr+ .2.'., Lo NHEATED, UNFINISHED GRAoe-EXISTING Ilf% 3HG+-3i:Ms / - 8" POURED CONCRETE r.::•-=-4'_P4 S3 s:�.-•= 2: re ,e_ •s••=c_s•4 .•,r._ r _23;42.1,1.3 ra= ,r 1 N. 3 2" COLUMN BURIEC IN FOUNDATION WALL W/ s.r2ee2a.,rea:"•==273'7.-e"..,.1.!.F 2-3 EXISTING 8"CONCRETE BLOCK 2'-O"X 2'-0"X I'-0" POLRED I'-4"X 8"d. FTG.; PROV. a: .:2eC2Z=;2-14707-V.471.1.."2.1_3'•-='.' +:•.47. FOUNDATION WALLS TO REMAIN CONCRETE FOOTING2-#4 REBAR IN FOOTING "-.4"2.:,7.22:E"" 'C3 K 7.'^e 1"44_'_I"-5 r •22.-271.1.3'",.e.a -,,c• .. IN ALL AREAS - ril (TYPICAL ALL AREAS) - - ALIGN +. -.`4.9.•A1:--7.4_. 2.1 c: '. '. - 2: raj."a=V!.. +c•CC-5•,'1.44.°'!_R3i'224•.'a ' Ar - - `I/ - "NOTE: CONCRETE SHALL BE U -429=,-_, -22.•.+-n..,-ea :ra+vr-e-,.2,.re-a PC = 3,000 PSI @ 28 DAYS M-1 0 2. -_.=sz=.e_+c°c=_r.,-+,4227.._,.9 :•.,- U 4" POUREDCONCRETEU o 47 -:.97.23 2t.r7-�-90='_7._7 EXISTING CONCRETE SLABFOOTINGS SHALL BEAR ON TO REMAIN SLAB ON COMPACTED FILL UNDISTURBED SOIL WITHIN p,•i o W ''-.7,yt 3 i_.i-•1:1,s BEARING CAPACITY OF i- 2-2.:�r._-:I.4,,2-2- +••=c1.M3 3: .==.2:,• 2.. I .5 TONS PER SQUARE FOOT aj °-0 -.:s...."2...._-^a:._:ou_._•.ae.. _.:t 5..:167 Cf C C..72,7.3;_'7.'s . %__"ate.--:s a 230.1_ rr.,tiC=z:2.-.: -='e ....7.m Oa .4...a„ti:.r:.:r72.u,byws re':re.e*:a.:•a7•:.x..r.L:+t7._laa6:"1.C`.:.':.:..r:`-..-+�.•xa:44=W%.a7.a;:r a"••_•M-r.x res'"Y2.:.2.:x rd .•a5d _:F-+ NEW CONSTRUCTION -1W a /V <o • �.1...z7--.0 MS.-^DRi rot A:.9 zF7./1.::O.LC F�LSZi•I.C. .6^"'572.":_'7Cat.:.s;'7.-•ti~A:44.'_Y b-RYw C"Y.;x AC.i:'sY.J W'_+Co,,1 1X09 zX:- a_) u,J ` r,Y@Cm.C.w,:-,• 1 i:iC.C'.}V.t:diS.<s iii:ie W 4:4e"Cw@S....Lo5L1.L•=+Y:. TC-:''..,.Cave^.t1 44 c I I BUILDING SECTION "A" ;. �� �o C.) ,a CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA SCALE: 4" = 1'-0" ° 'iEA-"1-1E R'N', SEVERE } '7:057 L E 1„5TI 1 -C' co TE J•J!TE t:1ODI .:A-IL'TO 1-1FA4r( Q� 1ECA! S_IGt-iT TO VOX A-E WINTER DESIGN TE\,1F. i i GENERAL WIND PROTECTION CONNECTION NOTES iCE S`IIELD UNDER- AS PER,MANJFAC.URER'S Adapted from Standard for hurricane Resistant Residential Construction; SSTD A't:"=\T F,F;1;;=;> T F• 1> 1 AT �t1S!` TATE C 7.;-.:1t 10-99 and 2001 SBC High Wind Edition `Wood Frame Construction Fasteners and Connectors for Wood Frame Construction • -.COD -1AZAKDS I . A continuous load path between footings, foundations walls, floors, studs and Z DESIGN LOAD CALCULATIONS roof framing shall be provided. CD 2. Approved connectors, anchors and other fastening devices not included in V \MUM LNIF vL'! U `Klb1 FES LIVE LOADS ;1b:-.,1) the Standard Building Code, Table 230G. I shall be installed in accordance with J EX ER DR BA CO\I_S co manufacturer's recommendations. (D ro -'C=` ' 403. Metal plates, connectors, screws, bolts, and nails exposed directly to the Z ATT o s w!7. lX_ 1- STORAGE 30 weather or subject to salt corrosion in costal areas, shall be stainless steel or ATT;CS':.'ITH STOR111,E 40 TABLE R30 I .G hot dipped galvanized. U u RCOM;.-:' (0 -' Ir AN t;'-XE1-1\G LC�'OVS 40 't; , / 4. Where windows and doors interrupt wood structural panel sheathing and C '3LEE='I\G :ZOOMS, - o A:1.CWABLE DE^LCCTION C"Si7RUCTL'RAL MCM23E;S siding, framing anchors or connectors shall be provided at the top and bottom (n > STRUCTURAL MEMBER ALLOWABLE DEFLECTION of cripple studs, header studs, and at least one stud at each side of opening. Q z J.C CH rkIA - "- .A_C.L.LAI GNU' LEAD LOAU z A.....:1 OIL-'.L bili.i'1H I U C.;;'. MAIL tlik_ ;,*,::1-'..-kJ,10.01 :C) A_ .A, ::;.'tf a !:en raVi-� slos greater Lilt-30 5. Ridge straps shall be attached to each pair of opposing rafters except where AR3I1 TF;='JRA GRA=-ib.: STANDARDS :hal 3/I 2 wi:i no f-iis'- d c.eii r.a collar ties of Ix6 or 2x4 lumber is located in upper third of attic space and Ll_1 0 :a::a:-ti= t:-:riff---1---, attach to each pair of rafters. in SNOW uteri�r walls pa figs Ili 8C G. Uplift connectors shall be provided at each rafter bearing. _ D << err. rt; >-- i , !- -(.•'.'•-s 1'2:`f•rcri co' r���., L/3 f. Gf`i?.. \D .-tb`.`,. LX:,�.f J 1�: . 7. Floor to floor hold-downs to be provided every 48, and every 16" within 4' Al 7.•:17.r s rLctu-a iie"-rtcrs 1/240 of exterior corners. ,14!„._ , ,•Y..-;; • ^Iti ai, .1,i` !Gr i+:;i withn!:1st I-12.L0 ''c:-/ ,t, • ,,,,1.-A\\ z •;t`- \ (.A I I=•_,(,Is, r, ,:t,ccc, n7.riri 8. Sill Plate to Foundation Anchorage: Sill plate shall be anchored to the I. * 1 r.i� ' ill Z foundation with anchor bolts having a min. bolt diameter of 5/8" and 3"x 3"x '\ 't�;._,�:ii.-.i : - i 'i ;3x32-irrr;' l 5 - !•.i',7.+ IP",os Itli L12,t% r, ;_�' 1/8" washers. A minimum of one anchor bolt shall be provided within 6 to 12 'r'.'�_r;i, !} -- ,,. 2-ittl;-! =r,i -ire:, inches of each end of each late. Anchor bolts shall have a minimum embedment f of 4"1 V2.) ;I-:-L) i 2u mp;•1 :-.Y.L'.:-)e.-As.v I 5 - r.1•'d 1.f.-. 5 '.^. ..-1-1 L/1 20 of 7 inches in concrete/masonry foundations. Anchor bolts shall be located X`-CSU CA ir EGO RY s 'lex t'e I n ies within 12 inches of corners and at spacing not exceeding 4 feet on center. G UNAUTHORIZED ALTERATION OR ADDITION TO rills OR4W7NG AND RELATED DOCUMENTS lS A VIOLATION \ ' t' -.:W