Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Plans
Ate e,7_, (2- -2-9.5-' 71 Fo sk„,/ S4r_r‘de1----/ov _ . ,...,,, --,-..,i„.. u7. ..1,Ty r! Fr\ k 1 \ --'-'1,.., < -- . 4' . '5' ..1.,,.,,.,,--,litt' 1 i ,..,- I' 1...L4,._.___y_ 6, 2.5.17.4,•!, 1 _Zesty'-kt•-- \' L.- Y ___. 1.- 1 I rtitts4 ii-r.," , -,•_-#11 #:._, -Z-07,4,,. 1 -..z.'-,,,,,'.--' , ,..,...::-.0 3r.....1, -f_.2i 1 ,11,„.4 34, .P...`,M: 4-71-Ft.,.. *-17-..,.1, ----,7,;;;."-.0.., ,,..---7--712.,_4 3 t "Ilk 19.e.../"..• - 0---'---- -4"--Pi",0-*, °---'---0-14tTiPARO.Per ZP-22: ' . 1.11-41,--- PRoFekt-se--1 ,_,.. i o t i t 1 1 I LIsM I S 2.1 \ I I ,,,t, .. . , Is‘ 1 - 1 • • ----1 ., 1 , / i g 6..) ; ; <-71:---7.7.4.---'41--e—:-.- ' ''''' ----...------. L -\-\ - -/'L- ...4-7,-,---7-7,----------77-- 7-T----::: •••••---;;;•-`-":r:::: -7 - -..- ,- 7.7--- - - '7.- '-- -..,_--• ./- :..- --7.i 7' - - - '- - --` ....‘ .- - I ^ - - - --.: - --,I,- --Itt----,-------....t-IN---,--- ••••., ../1: • ,. / ,....„ .. rtiy - Tibti I,•• •e„; . ,71=---- /.'L it z..:., , ..?/ -;- 11 ; ritCPI 11-4' , —_.. .....___,,,• // I' IF)TYP 1,,i 1.1 01 •-•,,Cn-:al ,., i lir U.1 ' • r lieti le....2. CI friOel.It:I 7./R41.4.1. q ti , v IS ' 01 Ole 1 1 11 a - -i-s? 1 6 Z T/5t-t• I 8.2 0 • .- , ---, • 4 , % . .: :eL 1 1.4 RI CA . I j I 1 . \,`,., ./ t TYR . - ...-%,,, _ , ... , Tyr. IA , 1 , ••:.A, . I] 1 '"TYr• ..y.4/•.." , • p Tyr \ -- -5:7 1 1;P 0 i ilif N.. / k Al\ I 1#1 : 1 U.1 e . • it .-- ---,,, ' str i .‘,..,,i3 / \ -i , ti.- . „......,- i ... "„. . ,- c.. .. c., = , -fr- •PADI ;1 0 i, r .1 „, . ,/,-, , .. ... 1 q. ----b TYC +rrr / 1 0 i ili il i \ .s 1:•Ir -' 1 I q 11'.16'-ev÷i, ..\..., r / r ri ..., ..- r..- i_ ._, -..- , r 1?:.7... s...i_ r --7(q.,i-rYr? rf , • II 1-'1 I r, 1.. ../..... _t.-, --_; a....4",•.-...4--,..,f---0,1 .,_,..../..„1,,,-.1 .,,,;_.L.. 'i ;is. ,.. , fs..,.., ...1 L _t L J L ' _I 1 L _f_ L _.1. ,,, 1. 1 ! 1-b• *' , c _ . . 16'-6" per field measurement 74411 )1;-1 I u 0) ..,- 03 0 4 -.1115 N., zsnik ,-..- , : C--)r,r,, Lx• 1, -e 7- 9 • Q.e.3.%"it:41 , ,t:"T,,1 :t, .t. 3, ti) • : ') -a 1 I 1 -.FAd'441 r..',1 , ••,‹ IC; ....z. xl,...- 4/ 1)',, . • . r . •:S 1.41...a ...P. 11 41 L 1 11 - '.--.., , \,:!! :\ •1;v 1-.4411'. * - - 1,t4.ri-n 7,1"' 'a. , ...., ..., --rvito ii.o .4 . -4) a ---st .,' . •1, q, 1)111 1' ; 1 ____._ .1 - - . -;:\tii-',2 ' l'-. i N. ti ,! ,..1 ;_..._.;:. .:, r•....,__ _It‘gis„,.______ _____z____ 1 7a-1/4,,...-* \.'1 1 • 0 2 cri , ,-,Il ;ir-, ..4: ' fl\f, -, ,_ , , . ''' ‘.• ; ec`k,,.. , -- --.{ c 4i•-Pi sli.,1 ' t ..;'..r t:I.---A l'' IOC Il-2 t " •I '43' / — --- '---!,jk t, lie 1-/It- 9.2/7! , I . \I'' ''•'-''' r,A , 4. '''--C, • -ta — .--.--- -0----- ... .41 a ' ' '''fri _r...; , _ __ __ ' . . 4-- — •---/F > 0 ..._.. . ,.t.. _ 1 „..,r. _.7... ..._ 7 —.4.„, - • ri ti-r T (...,..1_1..1.:,...A..1 eizi. ,.. s.... '-...L.,.;_...;,-,-,_.,_0. *ti :1-1 ,...„4— ....t, 1 - , .....__ \ ' '4- Inf. ' , 7-t f SF N ''' ,- ' .1 •''' (.991 1 vo Lt.'. V-6-\ 1 Ell':!5), , I\A21,. '---- 4)---0- ...: ..---y , • 1 , = .0 ,0 1 rZi . , -. c. , 1 , ! ' Y il...I. I: .A.• • - • :fiz,... ' •A\-\; ' ' - a \-/`-vi 1 i , ' • 1 1 en :-/ — ___. ___________I A 1 r-, • • ,,,./ .,,,,,,, 0 .-- ...,.- ii . "?.- 1 ,I , ! * .4.5,, 1 1 k-:-;i--' -...;.'' ' 1 NF I ' • . 1 r_. #r- ..... __ _ . ____, ,.../.., L. , 0 •0 4--,- .4 -4 4-2,1-7 • "'- - t.T._ _=A- - -c :-- ___ _t...... _.1..I.-.1 4 , # -.,.,i. AiNc_r5> 1 17.4 , 1 CC) k!._ ,.._41:41 .1 /'4Lo 4:-e; t,4” I()IC] 1 ! 1 C,§ Azik...• I g 8 t f I, t : t 1 ) ,'--•-.-." i 1 1 , . , 7,..„,01,,,a,.,\T"Its tc;-‘; // ;„„,. „v ., r - , •..: -'.,:t•r; . -:•?....-K.' -..:'-j. e-.•1- t , ,1,; 2..i..1 ., : •?-,,,., ,.1 fl, ' ' I I i . ,,,0 :„! ..,;, 1 Z.-1:.: ji ', TV.1.•4 .4., 1 ,,,I., .4„._ 4-et 1, i • , 1 , .1.11-4 I .1 (0‘ la_ ' • (•••1 ',' re-a 1,.-4.,ll si ....,,,„,,,,, ,.: , , •_,.,,,.,. • . .cl. , . ,.........at ,,,,,,,...7• 1 • .., ..„:4•4......, 1, -11-d..) iii4-0 t , J.,0,• f , r t t-c-4 . i1 C4 I d • / _ 1, , ' 4 i L Li._ ,_ .:".1'-el ....i-a4 1'4/-4: ' ifi,..d° .1._. ..2_ ,,I, ,.. , t - 4, —,4_--:".--t'' __LL!'..7;'9 ..4 _____ 1...._ ' "',C4 F Ly.'.:4," I 4.1-4, 1-4:--t- .- 40-41.1, ..'-........, r;I. PROMF-.. 1-1'L irsle. • r•• ._ / V ' 2...--3,-- , Z 2.5 -C. • 4 t •c''-,V1 - f .L.•S'-di _. .')21-:-'1 -0" -its -d Z .„. )-' - -,'\ .. _ _ . Kiy> ,.6 , -,..., <.c4-`,. . ..',%.: frizifr op ‘-,, , \7 .., • „.. . , .. iii-.9) v (74... /Jo ie-4 0,-. i . 1.4 Rev1 1/24/18 Typ:A-7-1- - ... •.. , ..t 6 1.1e.10 • Alik Foundation/Roof Plan Keynotes ci- -14 M,IF '/A...,'-.•I-L',"/ - 1. 5" CONCRETE SLAB ii.ITH 113 AT 2 -4 C.c. 15. PROVIDE SIMPSON L77-2011 STRAP AT 5' U' 0.0 C.orit.I-'-••C,',/-14'i t',-..3"41/'-5-Cat.IT. 1-1c.)Ni;: :-^0-avIctks. 62 Kay cIrerfrt- EACH HNT OVER 6" CRUSHED ROCK SASE - SUE WALL SUCTION 5/4 North /1 .1•,:;'xi:- ,-.1-cP ,,:. )1g4i 4.-0, (.,-) .4..-,9,. 2. 2' " X 2'-0" el,)Ct.01,7 FOR BASE PLATE 16, P1106513,DIPIPEON ST-12 STRAP AT 4.-0" O.C. c ' ;/•" ' -2,-..:,1,i 5 A, .4.1,,. Nailing: 3. CONSTRUCT IDE JO I Al PROVIDE 3/4" DIA. - SEC WALL SECTION 2/4 SQ' F-‘') r-5, .d.•ix 4..V-r..," (1.0A4,-4-6." — RENSK765 -- . - 7 ISNIK, ON - zot-45 '.. t , SMOOTH OUSELS 4 2' 0' O.C. 17, PROVIDE SimPSON FIT-8224 STRAP SA. RIDE I.. 7-1i7=- 1 ,„,2,4 r-,L'..,), ,.0.2 opi!:.,ral-T40 i P-'4,:tq-4,0s,„e,,n' t,P'F',ON010..:.IV WT rv•otta.Pe-4..0i-J'wl. puvoop, 4. SAW CUT CCNTROL JOICT - 1/3" SLAD DEPTH 01,GW-LAM DEM AT RING1 CONNECTION gC) , , ----7.0N I.:, i USLA4 AT mun LINES TYPICAL- DER DETAIL 3/RF •,,i, SM 1.4881.COCCI•Id Ar 44 0.C. 5. POUR STRIP - PROVIDE #4 X 3'-0" AT 18. OSE E'c = 4000 psi CONCRE7E IN CONCRETE ri 1*,ft!!It f;rti,f7f;, ---..."- 7,1 r;I,1TT!:.!77-ri 11 1/0121104 NPR:4ra 4 as ATV 0.0. 2.-04 o.c. pANE1.11 3,5,7,9,11 AHD 13 0) iL-::: ..„7.! 6. CONTINUOUS THICKENED SIAS EDGE l'-6' J . I , . -,4.f II tralli_IL -- CUM-id ATI.0.C. DEEP X 1'-0" 6// 121 1 3 t TOP 8 BOTTOM /9-' PT 4-Y.-(- L*.-.06"."2- I,-;,r ''",/i 0 .,! .; Ie's 1 __ _ , ... •:..., 3- -(r3 SKTERIOR idiTORT3•Id AT 1.-0.0.C. 0. 5" DIX. STANDARD PIPE COLUMN OR T.S. r --.a,:0-7' /---r efl-..v.•_•-•,...- .11.1.11.6.64.141d...1116 • 4 • , ... 1 5 X 5 X 3/15 ---/ - 11 ' li c-.,, "K"LrAdtd•0.0000•Ad AT i•0.8. S. 4 5 16 D.F.L. #1 DENSE C 8'-)' O.C. A/ 1 - ..— 611;2''::' )-. /41811011 SUPPO*23•bd kr 6.a C. SIMPSON 85416 05 2 1/2" X 16 1/2" *W..01.4.1d6.0 16 111.0C1/AUL PAR=II802-1 0110 2 X PAANI4C ---.41* ' . ; -- ..,--.711 .41. 515-LIM PERLIS 130P,14, CAMBER; R-1500) _ . .....4.. ; . _ r ct,I.' cLu-Las arm: W/ SIMPSON NWU2.5 EA. END Ill WO OP 2.1 AT i•0.C. sT400640 ALRINCI S, 21 4 D.F. 4 1 f 2'-)" 0.5. E/ OIMPSON 14 '. 1 ti1 14 L.,-...1 1,....S: : I-IL-a,t L LI i, . 00851'5'_D 00 O.L.O.TYPIcAL 1WIOUGH00, P241 EA. ENO SKET -'.. , ,„• . ..'•l .T. ....,, . is. 1/2" ORIENTED STRAKD BOARD OR 5/0..?.:; , /2_7', .I..) -': . 9405/08 001 AT id 0.C. AT ALL 4 2 UV PLA'TES 32/16 PLYWOOD .-J, . -4:_, -,., ,, - AMD 1.80101 C11 41.0144 0811015784 020111120111188 II. Still I KP ROOFING L_ ',...'.-'.. ,, ,,\r,. '...'' .7 %All. 12. 2 S 5 D.F. i 21 2 -0" O.C. V/ SimPSON V F26N EA. EXD (411k Roof Nailing And Strapping Diagram 13. PROVIDE S1_111,SOX ST2275 STILAP AT 8 -0 •1 .,* 0.C. - SEE liALL St.CTIOS 1/4 li ,r-,...,-- 14. (2) ROWS OF 8d Al' 4. O.C. STACHICRED ALONG OP FIRST 10'-0" OF 6LC-1,1331 SEAN K ! North "....... ......4 do.••.-.... N