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- ---1 1 ! I -1 , 1'1 <br />DocuSign Envelope ID: 4C356AEE-19AC-4DBD-90B8-915FA5AE4055 <br />M <br />M <br />M1 <br />4'-8" <br />M1 <br />T-0" <br />18' 0" 4' 5" T-5" 6'-8" 6'-8" 6'-8" �, 5'-0" �, 6'-8" 6'-8" i. 6'-8" L T-0" L <br />L <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 />< (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 />col 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 />U <br />0 <br />N <br />O <br />N <br />O <br />N <br />L(i <br />N <br />co <br />4 <br />O <br />O <br />1 <br />N <br />N <br />cM <br />_J <br />LL <br />W <br />J <br />J <br />z <br />O <br />W <br />Y <br />U <br />Q <br />O <br />O <br />W <br />U Z) <br />0 <br />Cl) 07 <br />rn b <br />o <br />N J <br />m <br />W <br />W <br />Q <br />U <br />Z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />C� <br />I <br />d' <br />LA <br />f— <br />O <br />Z <br />07 <br />W <br />W <br />z <br />W <br />m <br />W <br />W <br />w <br />Q <br />O <br />Z <br />O <br />O <br />a <br />O <br />U <br />Q <br />Of <br />O <br />J <br />LL <br />Q <br />U <br />Z <br />} <br />0 <br />O <br />J <br />O <br />z <br />LINTEL NO. <br />LINTEL SCHEDULE <br />CLEAR SPAN LINTEL DESCRIPTION <br />COMMENTS <br />L-1 <br />L-2 <br />L-3 <br />16-0" <br />- <br />T-0" <br />— 2'-0" <br />8F-1-32 <br />---- <br />8U8 <br />8U8 <br />PRESTRESSED GARAGE <br />DOOR <br />L-4 <br />L-5 <br />L_-6 <br />6-0" <br />8F-16 <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />8'-0" <br />9'-0" <br />_ <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />8F-16 <br />U <br />W <br />F_ <br />x <br />W <br />a <br />x <br />m <br />0 <br />O <br />LIj <br />O <br />H <br />U_ <br />Q <br />U) <br />} <br />0 <br />O <br />O <br />z <br />U <br />w <br />x <br />w <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />O <br />U <br />Q <br />APEX _Fo <br />ell <br />a <br />1✓ <br />_C <br />true design studios j <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 />not considered signed and sealed <br />and the signature must be verified <br />by a 3rd Party Certificate Authority <br />�on any electronic copy <br />U) <br /><w <br />Z � <br />IJ Lu <br />W ou) <br /><o <br />> o <br />m w <br />0 J <br />w <br />w <br />w <br />w <br />x <br />a �� Z <br />O <br />0 <br />W <br />z <br />W <br />W <br />Abbott Park -' <br />Q <br />U <br />vi <br />LOT 036-03 0 <br />W <br />Z <br />0 <br />PROJECT NO: W <br />2021.009230 0 <br />LL <br />- - O <br />DRAWN: <br />JAR o <br />CHKD: V7 <br />MJP W <br />w <br />J <br />U <br />Lq/V/, <br />i U <br />�..��GENSF.;4 ��, Z <br />• No 85166 110 <br />* � DocuSlgned by: <br />,* = i, <br />�1 ' �S71�DE �4.3E'! • W <br />rrt�u <br />07-28-2021 0 <br />w <br />REVISIONS: LLI <br />No. Description Date ~ <br />w <br />J <br />U <br />U) <br />O <br />z <br />O <br />ST=3 <br />