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7ocuSign Envelope ID 30814DOC-5684-4E90-9485-603907D32158 <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />v <br />I• <br />v <br />T-0" , 6-8" 6'-8" 6'-8" 6'-8" 6'-0" 5'-4" 4'-8" 6'-8" 6'-8" T-0" <br />r. <br />1'-4" 8'-0" 4'-5" 3'-5" 6'-8" 6'-8" 6'-8" 5'-0" 6'-8" 6-8" 6'-8" � T-0" - <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />I <br />D <br />2 <br />a <br />N Aft�'\ <br />O <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. N O <br />• 8F LINTELS SHALL BE FILLED. o <br />V_ APEX <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. c <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O � <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. rc <br />O N <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE rn <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />N <br />� MASONRY LEGEND c� i <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />- - <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING W <br />tds <br />J � <br />Fm NO 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM tru;= design studios <br />i 30" LAP REQUIRED, TYP AS SHOWN Z <br />(2) NO 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM O <br />30" LAP REQUIRED. TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. <br />e SUITE 100 JACKSONVILLE FL 32211 <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 />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />— <br />0 <br />r— <br />W <br />F- <br />asap <br />' <br />O <br />j <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />o <br />� <br />(SEE SHEET ST 1 & 5 FOR TYPICAL NOTES) <br />> <br />0a s <br />Holgo <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS <br />oN <br />00 <br />e aa�3r <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET IN <br />W <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 />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 />(D <br />W <br />4. HIGH UPLIFT CONNECTION. <br />of <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />C:) <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />LEVEL <br />� <br />, <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />!APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)LID <br />r <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.0 <br />Z <br />w <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />W <br />- z w <br />m <br />Lu O U) <br />w <br />0 <br />w Q z <br />(D > o <br />Z m w <br />w <br />Q a J w W <br />w w <br />O X <br />z <br />Z Z <br />O O <br />Q 0 <br />Ir W <br />O �- <br />CL z <br />0� R <br />O w <br />U W <br />0 w <br />ABBOTT PARK Q <br />O U <br />w LOT 025-01 0 <br />Q w <br />f- <br />z z <br />0 <br />U) <br />(.7 PROJECT NO w <br />O 0 L'2021.006624 <br />O - <br />- ----- - Z DRAWN O <br />LINTEL SCHEDULE o KME o <br />w CHKD <br />LINTEL NO CLEAR SPAN I LINTEL DESCRIPTION COMMENTS X MJP U) <br />L-1 <br />L-2 <br />L-3 <br />L-4 <br />L-5 <br />L-6 <br />L-7 <br />L-8 <br />L-9 <br />W W <br />PRESTRESSED GARAGE < J <br />16'-0" 8F-1-32 DOOR U <br />- - - - - — - <br />3'-0" 8U8�, co <br />U)2'-0'1 - - sub - - `��,�S�tN LAN��R.,. <br />6-0"- 8F-16 m ; ` . �� G•E N S�. �� Z <br />8'-01, 8F-16 8080 SGD/ REAR PORCH 0 <br />9'-0" 8F-16 REAR PORCH W No 85166 <br />Z ,t• •'* _ <br />D Signed by: 0 <br />11'-8" 8F-16 REAR PORCH _ oV _ <br />4'-8" 8F-12 FRONT PORCH (ELEV A) Q = ' <br />:� CT�TE OF :•�/� <br />4'-8" 8F-16 FRONT PORCH (ELEV B,E,F) W p ••, F46/tUACDEF445 f 1 co <br />U)1111111110 Q <br />O 05-18-2021 0 <br />w <br />U REVISIONS: <br />U- - r <br />Q No. Description Date <br />w <br />U) Q <br />� 1U <br />0 cn <br />O �- <br />O - —- O <br />U � <br />W <br />H <br />X <br />ST=3 <br />d <br />Q ' <br />CMU/METAL CONNECTOR ENGINEERING <br />