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DocuSign Envelope ID: 3ESA6C11-0970-45B9-8A15-068DD22C82C1 <br />0 <br />Nt <br />0? <br />zo <br />10 <br />IT <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-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 />N 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 />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />[j OPT. NO.5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />❑o 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 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 <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION I COMMENTS <br />L-1 <br />16'-0" <br />8 F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />L-5 <br />6'-0" <br />8'-0" <br />8F-16 <br />8080_ SGD/ REAR PORCH <br />REAR PORCH <br />8F-16 <br />L-6 <br />9'-0" <br />8F-16 <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />L-9 <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />4'-8" <br />O <br />O <br />N <br />N <br />O <br />4 <br />O <br />O <br />N <br />N <br />c`M <br />J <br />LI_ <br />W <br />_J <br />J <br />Z <br />O <br />U <br />O <br />O <br />T_ <br />W <br />Cn <br />J <br />m <br />W <br />¢ <br />C3 <br />W <br />U <br />Z <br />W <br />0 <br />W <br />Of <br />O <br />O <br />O <br />O <br />ti <br />LO <br />ti <br />O <br />Z <br />U) <br />W <br />W <br />co <br />W <br />w <br />z <br />z <br />W <br />0 <br />LL- <br />0 <br />F- <br />9 <br />O <br />a <br />IX <br />U <br />0 <br />O <br />J <br />U_ <br />U <br />Z <br />} <br />0 <br />O <br />J <br />Z <br />W <br />F— <br />x <br />LU <br />a <br />X <br />00 <br />0 <br />O <br />¢ <br />W <br />O <br />1= <br />F_ <br />LL <br />(n <br />} <br />O <br />O <br />J <br />O <br />Z <br />U <br />W <br />F— <br />X <br />W <br />a <br />O <br />U <br />1� <br />O <br />APEX <br />tds <br />Q <br />.Q <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />O <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 />of considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br />n any electronic copy C0 <br />W W <br />Z � <br />IIIIIIIIIIIIIIIIIIIIIIII w <br />LLJ O cn <br />Q <br />> <br />o <br />m <br />w <br />o <br />¢ <br />0 <br />_ <br />w <br />w <br />W <br />w <br />� <br />x <br />X <br />a <br />LL <br />0 <br />0 <br />w <br />F_ <br />Z <br />rZ <br />LL. <br />W <br />Abbott Park <br />Q <br />U <br />LOT 027-02 <br />0 <br />W <br />Z <br />C� <br />PROJECT NO: <br />W <br />2021.009236 <br />LL <br />- <br />O <br />DRAWN: <br />JAR <br />o <br />O <br />In <br />CHKD: <br />MJP <br />U) <br />�' <br />W <br />iM <br />ELAAti•F 9 z <br />No 8j16� <br />* Docu Igne by: <br />W <br />•. 0 <br />08-03-2021 <br />w <br />REVISIONS: <br />No. Description Date W <br />_ w <br />J <br />U <br />U) <br />F- <br />-- O <br />Z <br />O <br />0 <br />ST=3 <br />CMUIMETAL CONNECTOR ENGINEERINGa <br />