Laserfiche WebLink
DocuSign Envelope ID: OF582DE1-AA77-44DF-848E-8E536E59FCOE <br />GENERAL MASONRY NOTES DC1 <br />N <br />0 <br />r <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />N <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 />_LO <br />N <br />O <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />O <br />O <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />MASONRY LEGEND <br />ce) <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—j <br />n INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />L <br />J <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />z <br />CE <br />O <br />(2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM Y <br />30" LAP REQUIRED, TYP AS SHOWN <br />U <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FW- <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />Cl) <br />rn <br />� <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />-j <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />LU <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />x <br />¢ <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />0 <br />ON DETAIL SHEET. <br />L7 <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 />z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />W <br />4. HIGH UPLIFT CONNECTION: <br />x <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />I <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />i` <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LLO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />f` <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />W <br />00 <br />W <br />W <br />z <br />z <br />W <br />0 <br />O <br />LL- <br />O <br />F_ <br />O <br />a <br />0 <br />U <br />¢ <br />0 <br />O <br />J <br />LL <br />z <br />O <br />J <br />O <br />z <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />S-0" <br />8U8 <br />----L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8'-0" <br />9'-0" <br />8F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />_ REAR PORCH <br />REAR PORCH <br />L-5 <br />L-6 <br />L-7 <br />11'-8" <br />8F-16 <br />L-8 <br />L-9 <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 />U <br />W <br />X <br />W <br />d <br />X <br />m <br />W <br />O <br />LU <br />U) <br />O <br />1= <br />LL <br />U) <br />O <br />J <br />O <br />z <br />_ <br />U <br />W <br />X <br />W <br />a <br />C7 <br />U <br />} <br />APEX 0 <br />C) <br />U <br />cU <br />ttf <br />tds <br />a <br />.Q <br />true design studios N <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />C <br />• <br />r <br />i <br />N <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 />>Mof considered signed and sealed <br />nd the signature must be verified <br />by a 3rd Party Certificate Authority <br /><n any electronic copy U) <br />w <br />LL W <br />J z w <br />LLJ O v) <br />Q � � <br />Q <br />> <br />O <br />m <br />w <br />C)0 <br />¢ <br />J <br />w <br />w <br />w <br />w <br />x <br />Q <br />LL <br />z <br />O <br />0 <br />W <br />1— <br />z <br />a <br />LL <br />W <br />Abbott Park <br />Q <br />U <br />LOT 017-03-1 C <br />0 <br />W <br />z <br />(D <br />PROJECT NO: <br />W <br />C <br />2021.014967 <br />LL <br />O <br />DRAWN: <br />ASH <br />o <br />U') <br />CHKD: <br />VA <br />Cl) <br />L <br />,,0111111111/1�' <br />J IN LA/� <br />C� <br />.� • �� SF'' ''• <br />z <br />• No 85166 •'• <br />DocuSigned by3 yt <br />'S <br />�. STATE OF /: '44 <br />0 <br />.. O . 3F4671 DPCC � <br />U) <br />O R I..-` ��• <br />0 N 0N <br />z <br />12-29-2021 <br />0 <br />W <br />REVISIONS: <br />No. <br />Description <br />Date <br />~ <br />W <br />J <br />U) <br />O <br />z <br />ST=3 <br />CMUIMETAL CONNECTOR ENGINEERING <br />