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0 Nv 00 io 0 IT y Xm Wn . m 5'-4" J 4'-8" �� T-0" �,1� 8'-0" 4'-5" 3'-5" 6'-8" 6'-8" 6'-8" �, 5'-0" �, 6'-8" 6'-8" 6-8" T-0" 1 ST 1"EL DO WEAL PIA C 1EM ENT PIA N 1/4" = V-0" WHEN PRINTED ON 22"x34" 0 00 W U 0 ri > N • 8U LINTELS MAY BE FILLED OR UNFILLED. N p • 8F LINTELS SHALL BE FILLED. O O • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U APEX DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8' O.C., U.N.O. 0 . SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. . MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0) aCl ) SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS ca ~DOWEL LEGEND cc i '40000.\ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -1 - _ LL ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM Ljt S 25" LAP REQUIRED, TYP AS SHOWN J true design studios N NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM ?> ' 36" LAP REQUIRED, TYP AS SHOWN Z O (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 0 25" LAP REQUIRED, TYP AS SHOWN Y 9000 REGENCY SQUARE BLVD. N OPT NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 ch O of NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O HEIGHT OF DOWEL = HEIGHT OF COLUMN j _ C FRAMING KEY NOTES (CMU) DC1 I g �— C NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o � 041HOrdoN � (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > 0 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN I N > f 'J OPENINGS. i m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LU LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. d 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. Z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH w j FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. W ; 4. HIGH UPLIFT CONNECTION: *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. p O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO L'>= FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti OR (2) SDWC15450 @ MAX 16" O.C. 0 . TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z W 5. FASTEN EACH BEAM TO MASONRY W/ META12 w �. w z Z W LLJ O (f) w Ill W Q Q O Z m W o z o W owLU�: 0 LL L Z Q O Z: O; O z. U W' Q w Abbot Park Q O � w LOT 046-03 0 Q w Z Z. O: 0 PROJECT NO: W j 2020.003566 U- O - - — - -- - -- -- Z DRAWN: LINTEL SCHEDULE j JTM o ; W CHKD: LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X EAF . 1 W w - - - a J PRESTRESSED GARAGE Q L-1 16'-0" 8F-1-32 DOOR Q 0 L-2 3'-0" 81J8 L-3 2'-0" 8 U 8 �� J • • N/� ��i� to L-4 6'-0" - - -- 8F-16 00 �� .• \ E N S41 . Z L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH 0 ; •Islo 51 . --- _ -- - - L-6 9'-0" I 8F-16 REAR PORCH Z * ; ---- - - L-7 1 l'-8" 8F-16 REAR PORCH �> = -10 ` L-8 4 8' 8F-12 FRONT PORCH (ELEV A) O ; p :• ST E OF •: w� 1 — --- -- - L-9 4 8' 8F-16 FRONT PORCH (ELEV B,E,F) �pT•••A P,. ��U` - -- --- - 0 04-30-2020 �- w U REVISIONS: d No. Description Date W C J Q O Z Z = O U 0 W H X W ST=3 CMU/METAL CONNECTOR ENGINEERING¢ GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END.