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i <br />3ocuSign Envelope ID: FF938094-F8E1-45F2-846F-29196AA35ECF <br />A <br />,1'-4" <br />IIHO <br />4'-5" <br />3'-5" <br />Im <br />m <br />AM <br />ma <br />7'-0" <br />7'-0" L 6'-8" 6'-8" 6'-8" 6'-8" L 6'-0" 5'-4" 4'-8" 6'-8" 6'-8" 7'-0" <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 />El 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 />❑c NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />t-KAMINU IKCY NU I tJ (UIVIU) 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 />o `1 <br />>_ O <br />N <br />O <br />N O <br />O <br />APEX <br />N <br />00 <br />O <br />N <br />N <br />M <br />J <br />LL <br />w <br />J tds <br />J <br />i true design studios <br />Z <br />O <br />U) <br />Y 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />O <br />O <br />W <br />� H <br />> 01,109ON' <br />rn 0 <br />04 o J f <br />m <br />W AwkA <br />Q <br />U) <br />} <br />Z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />O <br />d' <br />u7 <br />ti <br />Z a U) <br />Q w <br />w <br />W <br />g <br />N <br />-J z w <br />m <br />LLJ O w <br />w <br />w Qw <br />z Q O <br />> <br />W m w <br />o � � w <br />0 w <br />O �' �/ <br />J X <br />Z LL <br />O zO <br />Q 0 <br />w w <br />Z <br />O a <br />U W <br />Q w <br />Abbott Park Q <br />O U <br />J (A <br />LOT 003-03 0 <br />Q w <br />z Z <br />r (D <br />c� U) <br />O PROJECT NO: w <br />1 2021.003493 0 "- <br />O <br />Z DRAWN: O <br />LINTEL SCHEDULE U LDG o <br />w CHKD: <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTIONT COMMENTS X MJP <br />W W <br />L-1 <br />16'-0" <br />817-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 6'-0" <br />L-5 8'-0" <br />L-6 9'-0" <br />8F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />8F-16 <br />PORCH (ELEV A) <br />L-9 <br />- 4'-8" <br />-,FRONT <br />FRONT PORCH (ELEV B,E,F) <br />Q <br />Q <br />U <br />cn <br />0Z. <br />No 85166 <br />W <br />Z"*'• <br />'*� <br />O <br />�1 <br />W <br />13 STATE OF : 44/ � <br />U)"rS j0 i Ili i �'to �Q <br />O 03-23-2021 p <br />I= w <br />U REVISIONS: <br />i Q No. Description Date ~ <br />w <br />J <br />Q <br />} U <br />0 U <br />O I_ <br />z Z <br />= mm O <br />U <br />w <br />I— <br />X <br />W ST=3 <br />n <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />