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DocuSign Envelope ID: F4F12EE9-368E-447B-87B4-2BA92F0216A4 <br />s <br />T-0" 6'-8" 6'-8" .1 6-8" ,, 6'-8" le 6'-0" -0e 54" _✓ 4'-8" , 6'-8" , 6'-8" T-0„ <br />,V-4" � 8'-0" �, 4'-5" �, T-5" 6'-8" �, 6'-8" 6'-8" 5'-0" 6'-8" � 6'-8" 6'-8" � /'-U" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />• 8F LINTELS SHALL BE FILLED. <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. <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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />< (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />0 NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET STA & 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 />z <br />o � <br />>Magill 0 <br />N � <br />CD <br />N CD <br />O 0 <br />� APEX <br />0 <br />N U <br />co W <br />O <br />O <br />N � <br />co <br />J , <br />LL <br />w <br />tdb <br />J true design studicns a) <br />z <br />O <br />U <br />Y 9000 REGENCY SQUARE BLVD. a) <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />-7 C3 <br />O <br />O <br />r— cra <br />> <br />N' <br />rn \ 01 x <br />\ 1\ <br />\ <br />Al <br />NILL <br />Off\ @�� ate. \ ����`V\ <br />w <br />fy_ <br />Q <br />d <br />U <br />N <br />U 'S <br />z <br />w <br />O <br />w <br />OThis item has been electronically <br />O signed and sealed by Justin M Lanier, <br />CD PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />>1111not considered signed and sealed <br />and the signature must be verified <br />1111by a 3rd Party Certificate Authority <br />Qon any electronic copy U/ <br />z W <br />can Lij - <br />w <br />U) IJ Z W <br />m <br />LLJ O co <br />w Q <br />w Q z O <br />> 0 <br />z W <br />w <br />o O J w <br />o 2 <br />w <br />w ry <br />J � x <br />LL LL <br />z z <br />O 0 <br />0 <br />w <br />O <br />z <br />0 <br />O <br />U LL <br />Q w <br />0ct� J <br />Abbott Park Q <br />O U) <br />Q LOT 021-03-1 B 0 <br />U Q <br />z z <br />U <br />PROJECT NO: w <br />O 0 <br />2021.014960 <br />O _ LL- <br />O <br />Z DRAWN <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8 U 8 <br />L-4 <br />6-0" <br />8 F-16 <br />L-5 <br />814" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />= <br />U <br />KME <br />8 <br />O <br />CHKD: <br />MJP <br />W <br />LU <br />IL <br />Q <br />Q,`,��►I1 <br />U �` <br />LA/V �,� <br />0 <br />U) <br />m <br />.•�� F•• <br />z <br />ML1J <br />1 <br />N 16JAjji n%d by. S <br />Q <br />Z <br />w <br />1 9 TAT E O F <br />�+��.• 3F4671DkCDES�.. <br />O <br />Q 10 Fs • L O R N, ) • �x �.` z <br />z ,,,��5 /O i i ii �` ,,` �Q <br />DO 12-29-2021 p <br />C) REVISIONS: Lli <br />Q No. Description Date w <br />J <br />a <br />0 <br />O �- <br />J p <br />O z <br />z O <br />2 0 <br />U <br />w <br />I— <br />x ST=3 <br />w <br />w <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />