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I I l I I ril 11 Fill 11 n — <br />DocuSign Envelope ID: A3E9FD1A-D987-46A6-610D-9D4233C65975 <br />v <br />�7 <br />0 <br />d' <br />-4" <br />I <br />4'-5" J 3'-5" <br />5'-0" <br />6'-8" <br />1, T-0" L 6'-8" 6'-8" 6-8" 6'-8" 6'-0" 5 4' 4'-8" 6'-8" 6'-8" �, T-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 />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 />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 />I] 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 />r (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 />I, <br />� I <br />� I <br />U <br />> p <br />N U <br />CD <br />N O <br />O U <br />APEX-r- <br />N 0 <br />0 <br />O tU <br />O <br />rr's <br />N <br />N <br />co <br />J <br />U_ <br />W <br />J tds J-6 <br />� <br />true design studios <br />z <br />O <br />U) <br />U 9000 REGENCY SQUARE BLVD. <br />¢ SUITE 100, JACKSONVILLE, FL 32211 <br />fl_ <br />O � <br />O .- <br />r 0) <br />W <br />U ~ � <br />> DeRsHORION' <br />N <br />rn � <br />mAW <br />;56� t* we <br />W <br />Z <br />W <br />This item has been electronically <br />W signed and sealed by Justin M Lanier, <br />W PE on the date and/or time stamp <br />O shown using a digital signature. <br />O Printed copies of this document are <br />O not considered signed and sealed <br />O and the signature must be verified <br />a 3rd Party Certificate Authority <br />>.by <br />on any electronic copy <br />LO <br />ti <br />O Q w <br />Z L11 <br />U) W <br />W <br />J z w <br />m <br />Uj O cn <br />LU <br />LU p <br />w < O <br />z <br />> o ¢ <br />Z w 0 <br />W W W <br />o � <br />w w <br />o r <br />J x <br />zILL T_ <br />Z Z <br />O O <br />I-_ <br />¢ 0 <br />0� W <br />O F- <br />a z <br />O a <br />¢ W <br />� Abbott Park J¢ <br />O U <br />J V) <br />u- LOT 035-03 0 <br />¢ w <br />z z <br />0 <br />U) <br />OPROJECT NO: W <br />J 2021.009229 0 <br />O u- <br />_ O <br />= DRAWN: o <br />LINTEL SCHEDULE U <br />W LO <br />JAR o <br />CHKD: <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP <br />W W <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />2'-0" <br />8U8 <br />L4 <br />6'-0" <br />8 F-16 <br />L-5 <br />_ <br />8'-01, <br />8F-16 <br />_ <br />8080 SGD/_REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />1 T-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 />¢ <br />U <br />¢ <br />,,� <br />U) <br />m <br />• �..GENS�., <br />Z <br />Zz <br />•,00 <br />No 85166 0 <br />DocuSigned by: <br />* <br />O <br />W <br />(�� <br />O:• TFF367GZDEF;3T�"� ` <br />T + <br />U) <br />z .......�'�O N AL •���` <br />U) 111111110% ¢ <br />O 07-28-2021 0 <br />v REVISIONS: <br />w -- � � <br />¢ No. Description Date W <br />U) J <br />� U <br />O H <br />J O <br />O Z <br />z o <br />r 0 <br />U <br />W <br />f— <br />X ST=3 <br />W <br />n <br />CMUIMETAL CONNECTOR ENGINEERING <br />