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DocuSign Envelope ID: 76BB34D9-6D70-48D7-9A91-1DE739E95D55 <br />GENERAL MASONRY NOTES DC1 <br />/-,.'_!._'_INTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />I <br />109 <br />T-8" <br />6-8" <br />m <br />5-10" <br />5'-4" <br />3'-8" .1 31-21f 6'-8" <br />................ <br />-8" T-8" 6'-8" <br />I F L 2 <br />7-0" 6'-8" 6'-8" 4'- 10" _4 S-8" 4'-2' 6'-8" 6'-8" 6-8" 7' <br />I st 1"EL STRUC IUIRA L PIA N <br />4" = 1'-0" WHEN PRINTED ON 22"x34" <br />T-0" <br />A. <br />Q? <br />n <br />0 <br />> .0011111111ft- <br />CD <br />0 <br />N AfW\ <br />0 <br />cr <br />IN T EL SiHALL BE FILLED. <br />0 <br />0 <br />LINTELS MAYBE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />A PEX <br />0 <br />DIMEENSIONS ARE A" PROXIMATE. MAX O.C. SPACING IS 6-8"O.C.; U.N.O.0 <br />17— <br />0 <br />CID <br />0) <br />SE_-E_ TYPICA!'.. DETAILS FOR LINTEL INSTALLATiON. <br />1'k!IAS(_,1NRY LIN TEL AS NOTED, SEE PLAN AND SCHEDULEO <br />(D <br />PANS MAY',1f.z',RY -i-/- &'FOR ROUGH OPENINGS <br />D 0 IA/ E L I-E G E: N D <br />04 <br />Zzz <br />NO-1 E,APPLiCABLE ONLY ",NHERE SPECIFIED ON PLAN <br />NO 5 BAR .I VERTICAL BAR IN FILLED CELL W1 MINIMUM <br />27LAP F?P,"i_!IPED,TYP AS SHOWN <br />LL <br />LLI <br />td <br />N3. 5 5;�,R vv, VEF-,'TiCAL BAR IN FILLED CELL'\(Vf MINIMUM <br />> <br />tfue 4esign sUidlos <br />i . ;E­ " lRE", T%`P AS SHOWN L;41P '\­_'U c__ , <br />z <br />0 <br />wl VERTICAL- BAR IN FILLED CELL 1ZI; Nz. Bi U) <br />�:QIJIRED, TYP AS SHOWN LAP k__ 0 9000 REGENCY SQUARE BLVD. <br />< <br />OPT. NO. 5 B'5�R APPLIES ONLY IF OPT OPENING INSTALLED SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />NO. 5BAR w.,VFRTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />c:) <br />-!_'!GHi T OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KF-Y NOTES LLINDLL DC I <br />cn <br />N07FS APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />co, <br />> <br />c/) <br />11HOMON"' <br />(D <br />ER11viEDIATE JACK STUDS REQ; IRED BETWEEN <br />'I. MIIN,2� IN-- IN <br />C) <br />ao, <br />w <br />> <br />P F_ N 1 N G S <br />_j <br />L �kp fv <br />A \\' OR ", <br />, "'K `9 WN �'2 <br />J <br />A Z-41 <br />2 SEE iNTERIOR '51HEARWALL DETAIL ON DETAIL SHEET. IN <br />uj <br />- ------------ <br />CA li1 N S E P E I N T F P 10 R `HEAR`! I S HAVE VA U L-fE-r D TOP <br />< <br />-S-- Al Sr. QF�- �N—, ERROR SHEAR\A'A1_L AT VAULTED TOP PLATE <br />TES <br />:D <br />N E T, L 3 � -�E'El <br />I <br />Cy <br />3. SVV TO OOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />-ACH <br />il iF1r-!1_0OF1 RUSS ALIGNS ABOVE SW , ATI FLOOR TRUSS <br />- <br />C) <br />ROTTON11 CHORD 0 SW DBL. TOP PLATE W/ 10d @ 3" O.C. <br />z <br />FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />Lu <br />FLOOR FIECK TO SW DBL TOP PLATE'Al/ 1 Od @ 3" O.C. <br />Lu <br />4. sli'GriUPLIFT CONNECTION: <br />* F TEN EV OTOP PLTw!6P2 ORSDWC15600@MAX16"0.C. AS VERY S f UD I <br />+ S'EC'f-tNj') iJ-:VEL WALL STUDS STRAPPED TO FIRST <br />(D <br />0 <br />LEVEL <br />`,!VALL STUDS MSTA36 OR CS18 @ MAX 48" O.C. <br />LEVEL) <br />z <br />(APPLICABLE ONLY ml'WOOD FRAMED FIRST <br />Lp <br />FASTEN EVERY STUD TO BOTTOM PLT wi SP 1 <br />qE, (2) SD" -,,VC 15450 @ MAX 16" O.0 <br />0 <br />U) <br />* TOP PLATE To HDR "JV/ SDWC1 5600 @ MAX 16" O.C. <br />z <br />w��, <br />5. ,,STEM EAC BEAM TO MASON RY',j'J/,-'vlE TAI 2 <br />c/) <br />U) <br />U) <br />w <br />z <br />�5 Z w <br />:D <br />0 U) <br />w <br />w <br />z 0 <br />w <br />> < 0 <br />< w w w <br />w <br />U 111- <br />O <br />w <br />x <br />L.L <br />z <br />o z <br />F_ 0 <br />< 0 <br />� Lu <br />0 F_ <br />0- z <br />lY <br />0 <br />C) ILL <br />cl w <br />Abbott Park <_j <br />Of <br />0 0 <br />_j <br />U- LOT 003-02-A <br />< <br />C) < <br />z z <br />U) <br />------ -- PROJECT NO: w <br />0 0 <br />LINTEL SCHEDULE 1 2020.001721 <br />U- <br />z DRAWN: <br />LINTEL NO. J1.1/lAX,'__�LE-_AR OPENING LINTEL COMMENTS 2 KG 8_0 <br />DESCRIPTION <br />C) <br />Lli u') <br />CHKD: <br />SF-11-32 GARAGE DOOR EAF co <br />T_r,, <br />8U8 x Lij w <br />L EIF-16 <br />< < <br />L.-4 8F-16 SGID x 0 <br />8F-1 6 REAR PORCH <br />A <br />_rvt <br />8F- -6 REAR PORCH <br />- ; E <br />8F-16 .-,\G• z <br />L- 7 71 REAR PORCH— <br />_8 8F- 16 FRONT 0j w <br />L-9 4�4' 8F- 16 FRONTPORCH <br />Z <br />0 <br />0 <br />/z STATE OF 44/ " <br />LLI U) <br />< z <br />z....... <br />tljj'ONAC�� %No <br />cl) 1111111100 < <br />Z) 0� <br />0 02-25-2020 1:21 <br />uj <br />REVISIONS: U) uj <br />u- 1- r <br />< No. Description Date <br />U) <br />0 <br />0 <br />1 0 <br />0 z <br />z <br />1: 0 <br />0 0 <br />Lu <br />X <br />uj ST=3 <br />0- <br />