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DocuSign Envelope ID: E631B9FE-6304-4D2E-AC92-45D1657A06BB <br />0 <br />"v <br />PC <br />c? <br />T-0" <br />64" 4'-8" <br />I1 <br />T-0" <br />,1'-4" f , 8' 0" 4' 5" I, T-5" �, 6'-8" �, 6'-8" 6'-8" �, 5'-0" ), 6'-8" �, 6'-8" 6'-8" J, T-0" J, <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 />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 />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 />(oJ 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.0 <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 C) <br />0 <br />N <br />U? <br />T_ <br />N <br />00 <br />4 <br />O <br />0) <br />N <br />N <br />M <br />_1 <br />LL <br />W <br />.J <br />J <br />z <br />O <br />U) <br />Y <br />0 <br />Q <br />O <br />T_ <br />D W <br />U <br />o <br />> U) <br />rn � <br />o <br />N J <br />m <br />W <br />Q <br />G7 <br />} <br />z <br />W <br />C� <br />W <br />C) <br />O <br />O <br />i <br />f` <br />IT <br />Lln <br />f` <br />z <br />U) <br />W <br />m <br />W <br />W <br />W <br />Q <br />0 <br />LL <br />0 <br />O <br />a. <br />0 <br />0 <br />Q <br />O <br />J <br />LL <br />Q <br />U <br />z <br />} <br />C) <br />O <br />J <br />O <br />z <br />LINTEL SCHEDULE 0 <br />W <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS ~ <br />W <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />S-0" <br />81.18 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8'-0" <br />8F-16 <br />8F-16 <br />L-5 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />L-7 <br />11'-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 />a. <br />X <br />m <br />O <br />LU <br />O <br />H <br />F_ <br />0 <br />U_ <br />U) <br />0 <br />O <br />J <br />O <br />z <br />0 <br />W <br />H <br />X <br />W <br />a- <br />(7 <br />U <br />APEX0 <br />O <br />N <br />d <br />///��� <br />C, <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 />of considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br /><n any electronic copy W <br />Q W <br />J <br />Z � Lu <br />Uj oU) <br />p F-� <br />Q <br />m <br />U <br />W <br />W <br />w <br />LU <br />aLL <br />Abbott Park <br />LOT 009-04-1 B <br />PROJECT NO: <br />2021.012600 <br />DRAWN: <br />CD <br />CHKD <br />MJP <br />�'gN�F•,4. <br />�� �• CENS• •R �. <br />o <br />No 85166 <br />Do%3lpned by: <br />3 : C3F4671DACDEF43§-.ATE O F <br />r dO <br />i,411&iO N A E <br />r11111 <br />11-01-2021 <br />REVISIONS: <br />No. Description Date <br />ST=3 <br />0 <br />W <br />X <br />0 <br />0 <br />W <br />z <br />a. <br />LL <br />W <br />J <br />Q <br />0 <br />(0 <br />0 <br />W <br />Z <br />0 <br />U) <br />W <br />0 <br />LL <br />O <br />0 <br />0 <br />Ln <br />W <br />0 <br />W <br />U) <br />Z_ <br />Z_ <br />W <br />U) <br />W <br />w <br />J <br />Q <br />0 <br />U) <br />O <br />z <br />O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />