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ib <br />ti <br />T-8" 6'-8" 6'-8" 4'-10" 4'-10" 6'-8" 6'-8" 6'-8" 6'-8" T-0" <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" =1'-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />0 <br />- <br />-- _ ---- ----- __ - — <br />M <br />• <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• <br />8U LINTELS MAY BE FILLED OR UNFILLED. <br />No <br />• <br />8F LINTELS SHALL BE FILLED. <br />• <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />• <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />• <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />DOWEL LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />■ NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br />o (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />`J OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />701 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMUj DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />4. HIGH UPLIFT CONNECTION: <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />LINTEL SCHEDULE KS <br />LINTEL ! LINTEL MAX CLEAR <br />NO. DESCRIPTION SPAN NO. COUNT <br />L-1 _- ] 8F-1-32 <br />L-2 <br />8U8 <br />L-3 <br />8U8_ <br />L-4 <br />8F-16 <br />L-5 <br />8F-16 <br />8F-16 <br />8F-16 ___. <br />L-6 <br />- - L-7- <br />L-8 <br />8F-16 <br />L-9 <br />8F-16 <br />L-10 <br />8F-16 <br />L-11 <br />8F-16 <br />L-12 <br />! <br />817-16 <br />---- --- <br />GARAGE 1 <br />51-611 <br />3' 0" 5 <br />6' -0" 1 <br />9' 2" 1 <br />7' - 5" REAR PORCH 1 <br />7' - 11" REAR PORCH 1 <br />7' - 8" _ REAR PORCH 1 <br />6- 6" FRONT PORCH 1 <br />5'- 5" FRONT PORCH I 1 <br />5'- 9" FRONT PORCH 'I 1 <br />-- - - -- r — <br />3'---4" j -FRONT PORCH j 1 <br />L v <br />ti <br />o cy <br />W APEX <br />W U <br />W <br />z_ <br />U <br />0 <br />CD <br />w <br />w <br />z <br />Z� <br />W tds <br />0 true design studios <br />w <br />0 <br />-j 9000 REGENCY SQUARE BLVD. N <br />W SUITE 100, JACKSONVILLE, FL 32211 <br />0 904.821.5200 p <br />c <br />70 <br />U 04HOHOMON, L <br />Q <br />E <br />0 <br />LL <br />U <br />z N <br />} <br />0 <br />O <br />0 <br />z <br />2 <br />U <br />W <br />x W mi <br />Q. ¢ v, ' w <br />w Lu <br />o z w <br />z p w <br />3: Q — <br />0 J <br />w Q U) <br />z <br />w <br />U) w <br />o �" J <br />w X ¢ <br />w W <br />UL <br />¢ F� <br />� X <br />0 <br />O z <br />O <br />O <br />o <br />z <br />= w <br />U ~ <br />z <br />Abbott Park <br />x a <br />w- -- -- U_ <br />a LOT 047-03-A -- _ J <br />U <br />W <br />0 <br />LU <br />PROJECT NO: <br />2019.007597 z <br />DRAWN: <br />JMM w <br />CHKD: LL <br />EAF O <br />0 <br />0 <br />��►����i������ cn <br />• U <br />:• IN 8 1 6 cn <br />U) <br />. = z_ <br />ST E OF 441 ` <br />O•. /� • ` <br />40 <br />�,`,S/O N llillA, �, .,`� <br />10-16-�1019 O <br />z_ <br />REVISIONS: <br />No. Description Date <br />--- w <br />�W <br />- U <br />H <br />0 <br />ST=3 z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />