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DocuSign Envelope ID: A9D5FC77-63E64898-AFC9-7585D96187ED <br />1-4„ <br />4'-5" ,, T-5" , 6'-8" <br />5' <br />• i <br />M <br />6'-8" <br />T-0" <br />7'-0" L 6'-8" 6'-8" 6'-8" 6-8" 6'-0" 5'-4" 4'-8" 6'-8" I, 6'-8" �, 7'-0" <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 />MASONRYLEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Ej 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 />Oa (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 />Loj NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />I-KAMINV KtY NU I t5 ((-:MU) 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 />U <br />0 <br />N <br />O <br />N O <br />O <br />N <br />Ln <br />V_ <br />N <br />00 <br />14 <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />Li <br />J <br />J <br />Z <br />O <br />U) <br />Y <br />U <br />O <br />O <br />T_ <br />W <br />U ~ <br />> C/) <br />rn � <br />o <br />N J <br />m <br />W <br />0 <br />a <br />W <br />Z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />CA <br />i <br />ti <br />ti <br />O <br />Z <br />co <br />W <br />co <br />W <br />W <br />W <br />Z <br />z <br />W <br />0 <br />O <br />0 <br />O <br />0 <br />U <br />0 <br />O <br />J <br />LL <br />z <br />O <br />O <br />J <br />O <br />Z_ <br />LINTEL SCHEDULE <br />w <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS F- <br />-- x <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />T-0" <br />8 U8 <br />L-3 <br />2'-0" <br />8U8 <br />_ <br />L-4 <br />L-5 <br />L-6 <br />6'-0" <br />8'-0" <br />9.41 <br />8 F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-7 <br />_ <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />APEX <br />tdss� <br />L <br />true design studios <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy v / <br />Uj <br />IIiJ z W <br />Lu <br />O <br />W _ U) <br />Q <br />> <br />O <br />m <br />Lu <br />o <br />¢ <br />J <br />LV <br />LV <br />LIJ <br />w <br />xx <br />a <br />LL <br />0 <br />0 <br />W <br />F_ <br />Z <br />W <br />CL <br />LL <br />w <br />Abbott Park Q <br />U <br />U <br />LOT 032-02 0 <br />W <br />I- <br />z <br />(D <br />PROJECT NO: <br />W <br />0 <br />2021.011078 <br />LL <br />- - -- <br />O <br />DRAWN: <br />JAR <br />o <br />u7 <br />CHKD: <br />MJP W <br />w <br />J <br />U <br />011►111111111iii <br />(n <br />�J . •.. ' •• <br />O <br />Z <br />:. No 85166 ••: <br />~ r <br />� * ' DocuSlgn•d by: <br />0 <br />•,IFS . 4 O R �. •' G� 1.� <br />% <br />4�'1114-1�O <br />Z <br />N A� E <br />09-16-2021 <br />w <br />REVISIONS: LU <br />No. Description Date <br />w <br />J <br />U <br />H <br />O <br />Z <br />O <br />0 <br />ST=3 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />