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DocuSign Envelope ID: 944B87A4-AS83-4B43-886B-F48BO5ABCOB7 <br />0 <br />8'-0" 4'-5" T-5" 6'-8" 6'-8" 6'-8" 5'-0" 6'-8" 6'-8" 6'-8" T-0" <br />I of <br />T-0" 6'-8" " 6'-8" — 6'-8" 6'-8" 6'-0" 5 4" I 4'-8" 6'-8" 6'-8" - T-0" <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />LINTELS <br />8U MAY BE FILLED OR UNFILLED. <br />N <br />o <br />a <br />• 8F LINTELS SHALL BE FILLED. <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />(D <br />Lq <br />APEX-� <br />O <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. <br />0 <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />0 <br />Q <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />r <br />0 <br />N <br />MASONRY LEGEND <br />cC i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />—� <br />L <br />--- - -- - -- <br />_ <br />tds <br />N INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />W <br />J <br />.J <br />6 <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />> <br />true design studios <br />30" LAP REQUIRED, TYP AS SHOWN <br />Z <br />O <br />oO (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />(A <br />30" LAP REQUIRED TYP AS SHOWN <br />Y <br />9000 REGENCY SQUARE BLVD <br />N <br />101 <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 <br />p <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, o <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) DC1 Cy <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Uo Z) <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > RIHOMON' (D <br />0) p <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N <br />OPENINGS. m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP ctQ <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <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 U <br />1 BOTTOM CHORD TO SW DBL TOP PLATE W/ 1 Od @ 3" O.C. Z <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH W <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.0 <br />W <br />4. HIGH UPLIFT CONNECTION: <br />This item has been electronically <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />� <br />signed and sealed by Justin M Lanier, <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />PE on the date and/or time stamp <br />LEVEL <br />shown using a digital signature. <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />I <br />r <br />Printed copies of this document are <br />not considered signed and sealed <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />and the signature must be verified <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />r <br />by a 3rd Party Certificate Authority <br />any electronic copy <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />O <br /><n U) <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z <br />W <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />L7 <br />e <br />W <br />-- -- - - -- z J z Lu <br />m <br />LLJ O cn <br />W QW <br />Z <br />> o <br />w m w w <br />o � � w <br />w <br />i X <br />z a �� <br />Z <br />O Z <br />F- O <br />O <br />Z <br />0 0— <br />U W <br />W <br />Abbott Park Q <br />O U <br />J -- U) <br />U_ LOT 005-04-1 C o <br />Q W <br />f-- <br />U Q <br />Z Z <br />0 <br />C7 0 <br />O PROJECT NO W <br />j 2021.014963 <br />O LL <br />----- -- ---- <br />- U KME <br />DRAWN: CD <br />SCHEDULE <br />_ _ W CHKD: LO <br />`LINTEL NO� CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP <br />W W <br />PRESTRESSED GARAGE <br />L-1 <br />16'-0" <br />8F-1-32 <br />DOOR <br />L-2 <br />T-0' <br />8U8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8'-0" <br />8 F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-5 <br />L-6 <br />9'-0" <br />1 V-8" <br />8F-16 <br />8F-16 <br />REAR PORCH <br />REAR PORCH <br />L-7 <br />L-8 <br />8F-12 <br />FRONT PORCH (ELEV A) <br />4'-8" <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />W <br />Q <br />J <br />U <br />Q <br />CID <br />.•'• <br />z <br />W <br />No 85166 <br />DocuSigned by:: <br />Q <br />OF <br />W <br />.STATE <br />F4671 DAB <br />g C� <br />'C?♦ _ <br />O 12-30-2021 <br />w <br />U REVISIONS: w <br />U_ _ <br />Q No. Description Date w <br />>— U <br />O <br />}— — O <br />O I z <br />U <br />W <br />H <br />X ST=3 <br />W <br />a <br />CMUIMETAL CONNECTOR ENGINEERING <br />