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DocuSign Envelope ID: 61C906AD-2612-4E77-AO48-6555F7A21OC8 <br />0 <br />vT <br />I <br />0 <br />v <br />v <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 />1 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 />E 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 />�] OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />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 />1 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 COMMENTS <br />U <br />0 <br />N <br />O <br />N O <br />O <br />N <br />LO <br />N <br />OR <br />O <br />rn <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />U) <br />U <br />a <br />O <br />O <br />t— <br />W <br />(6 U) <br />CY) 0 <br />O > <br />N J <br />m <br />W <br />a <br />0 <br />U <br />Z <br />W <br />0 <br />W <br />Df <br />O <br />O <br />O <br />W <br />i <br />d' <br />Ln <br />ti <br />O <br />U) <br />Cn <br />W <br />Z_ <br />U) <br />00 <br />W <br />W <br />Z <br />FD <br />W <br />0 <br />O <br />LL <br />z <br />O <br />a <br />O <br />a <br />0 <br />U <br />a <br />0 <br />O <br />J <br />LL <br />a <br />U <br />z <br />(D <br />0 <br />O <br />z <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 />8F-16 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />_ <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-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 />LU <br />X <br />W <br />X <br />a <br />m <br />W <br />z <br />O <br />W <br />a <br />Z <br />C/) <br />O <br />i- <br />U <br />LL <br />a <br />O <br />J <br />O <br />z <br />U <br />W <br />x <br />W <br />W <br />a <br />CMU/METAL CONNECTOR ENGINEERING <br />s;s <br />�W <br />_ <br />ti MSC aiA ~Qeaa "?V <br />j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />041HOMN <br />70 <br />Aaw <br />\ <br />\, \\'AM \\\\\\\ <br />� �\c\ \\,\\ \ p .a <br />\ s\ <br />No <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 />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />Qon any electronic copy <br />m W <br />O <br />W (/) <br />Q F— 2E <br />O <br />W <br />W <br />a <br />0 <br />J <br />w <br />W <br />LLj <br />W <br />X <br />z <br />0 <br />W <br />z <br />ry <br />a_ <br />LL <br />W <br />Abbott Park <br />-� <br />a <br />U <br />U) <br />LOT 001-04-1 C <br />o <br />W <br />a <br />z <br />(D <br />U) <br />PROJECT NO: <br />LLf <br />2021.014968 <br />0 <br />LL <br />O <br />DRAWN: <br />KME <br />o <br />O <br />Ln <br />CHKD: <br />MJP <br />U) <br />W <br />J <br />U <br />`.4%jW11111111.,I t j o 0 <br />STATE OF ' 44/: U) <br />3F46711D�Q�E ... U <br />12-30-2021 0 <br />W <br />REVISIONS: U) <br />2 <br />No. Description Date ~ <br />W <br />J <br />1 0 <br />F- <br />O <br />Z <br />O <br />0 <br />ST=3 <br />