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• <br /> VARIANCE SET <br /> 111 <br /> 4 B S, R <br /> /)2-E', -9 A 2 2'-B•A -11' 6'-8' 12'-0' 23'-8' <br /> 44.' <br /> ........ ......._ + .... -+ BIB•SUPPORT POST <br /> I Ij <br /> ", J. 1IIH n II <br /> r j <br /> art . CIDs-e' �S ii <br /> �r I II <br /> ..'2 DW I it ;1.,11 <br /> / ii <br /> 11 .6 i <br /> ff SIZED By PROvIDER <br /> ._ FASTENED TO POSTS n A - " te ' h-H <br /> __� <br /> APPTOVEDNEHANGERs OR _ " I R'i.t '-- 1; I1 \ LLS�D,� <br /> !ill <br /> NI 1 ., <br /> II i 4 <br /> i. <br /> . , -gL sews II I 1 i y� <br /> //ICI `��1• B� <br /> I 'F____ pQ- F- L II L __I II!ill <br /> F cl <br /> r i- L -='•- n "TOME <br /> TRUSS ABOVE PROW? I T _11 <br /> II � <br /> _� tz OW $z 3 I II <br /> •I Na n tlu�€N 11 Q ; <br /> U 14_0. { 21•_B• r. ! IP 11 11 0 <br /> O �I I I <br /> n (3 1 3•-0 4-6" L 1 z <br /> 1�= 1 23 O 21 ® 11 _ il <br /> -,,,,,,,.0 2) 25 141 OrTr9 Or7d II i O�T IW <br /> i 131 .._...... - °-°. J2-6k 2-6� '-°• � FWLDAfE:\ <br /> "".`r.`°. ........Iv :::::::::............_ R - ein/ion <br /> 3._e• % ]_10• I EIACE l < I M <br /> ¢:t 1. It It__m a ft. <br /> OAfiI <br /> J4'-0'VERIFY ]-1" ]'-I" 8'-11' 6'-11' 24�D" 6-11' 3-9• - <br /> 38'-8' T-8• <br /> GENERAL STRUCTURAL NOTES ' <br /> •ALL NEW ROOF RAFTERS/LETTING JOISTS TO BE HELD DOWN WTI'HURRICANE CLIPS'AS REWIRED. - <br /> • ANGERS ON APPROVED EQUAL USED AT ALL LOCATORS SPEPFIED OR REWIRING HANGERS(EW ON STNG CONSTRUCTION WI.IS FLUSH FRAMED TO <br /> RECBAESAPPROPRIATE SINPSON HANGERS V.I.F.)• <br /> •WAG SHEEo ERSSINGLE YAW..(2)2X85 W/1/2•RIGID INSULATOR FLITCH. VD'S BLOCKED DOWN TO SOLID BEARING BELOW W/(2)234'S AND(I)2%4 <br /> AT EACH SCE <br /> •ALL HEADERS DOUBLE OR TRIPLE WNDOW UNITS(w SLIDING DOORS):(2)1 3/4'•9 1/2'OA'S BLOCKED DORM TO SOuD BEARING BROW W/4%4 POSTS �__ <br /> AND(1)2%4 mt.STUD AT EACH SIDE. ,,,n� _` <br /> •ALL POSTS SPEC'0 TO BE TRUE 4%4 OR.6.(2)OR(3)VS NOT.ALLOWED(UNLESS OTIERWSE NOTED) \``\ \ <br /> •FRONDE 2....COLLAR TES AT EACH R.R.AT R OCFS(3/]-1/3 RULE) <br /> •CUTS,NOTCHES AND HOLES BORED IN TRUSSES,LAMINATED VENEER LUMBER,OLUE-LAMINATED MEMBERS DR 1-3OISTS ARE NOT PERMITTED UNLESS TIE . RAY.: <br /> EFFECTS OF SUCH ARE SPECIFICALLY ADDRESSED. 22-0321 <br /> •EXTERIOR w LOAD BEARING WALLS WTI PLATES CUT,DRILLED OR NOTCHED MORE THAN SOS OF THE MTH OF THE STUD SHALL HAVE A GALVANIZED METAL <br /> TE 18 GAGE AND 1 1/2 INCHES(I 1/3")NIDE FASTENED TO EACH PLAT:. :N.. \\ ( <br /> TI <br /> •Ex1ER1OR ON LOAD BEARING WALLS WITH STUDS DRILLED NITHW 5/8-OF E FACE OF THE STUD SHALL BE REINFORCED WTI A STRUCTURAL STUD SHOE KEY KEY / <br /> MI6 8 I <br /> 0 <br />