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GENERAL MASONRY NOTES DC1 <br />R <br />N <br />R <br />I <br />T-0" <br />mm <br />5'-4" 4' <br />.: <br />T -0" <br />8'-0" �, 4'-5" 3_� 6'-8" 6-8" 6-8" , 5'-0" j, 6'-8" 6'-8" �, 6'-8" T-o" �, <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />O <br />• 8F LINTELS SHALL BE FILLED. <br />O <br />N <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 />C%4 <br />00 <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />4 <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />0) <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />....._.._.._.._._.. _ --- - -_........_....................__......_...... --- - ......_.._..... NNDOWEL._LE_GEND c <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />_.._.......................... _ __. _.._......... ...._ ...... ................. _ <br />--� <br />LL <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />LLl <br />25" LAP REQUIRED, TYP AS SHOWN <br />J <br />_J <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />5; <br />36" LAP REQUIRED, TYP AS SHOWN <br />z <br />O <br />Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />(A <br />25" LAP REQUIRED, TYP AS SHOWN <br />U <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />L NO. 5 BAR wl VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />00 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />e- <br />FRAMING KEY NOTES (CMU) DC1 <br />v <br />F- <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />9 <br />_._ ._.... -..�.._......... __ ___ <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />Cl) <br />°' <br />O <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />N <br />OPENINGS. <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />w <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />Q <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET. <br />0 <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: <br />} <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 />W <br />4. HIGH UPLIFT CONNECTION: <br />w <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />O <br />O <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST <br />O <br />LEVEL <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />� <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />ti <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />b <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 W <br />W <br />iA <br />m <br />W <br />W <br />W <br />Q <br />CI <br />0 <br />U_ <br />0 <br />O <br />CL <br />U <br />Q <br />O <br />J <br />U_ <br />U <br />z <br />0 <br />0 <br />z <br />LINTEL NO <br />L-1 <br />me <br />LINTEL SCHEDULE U <br />W <br />CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />w <br />------- _............... ..... ........ -- ----- --- 0- <br />16-0" 8F-1-32 PRESTRESSED GARAGE Q <br />DOOR <br />3'-0" --_— <br />8U8 <br />Q <br />___.__................__.._.............................._.... <br />2'-0" <br />__ _�_ <br />sus <br />.._... _.—__..._......................._. <br />6-0" <br />_........ <br />8F-16 <br />.__.__ _... ._.___..._........ <br />m <br />8'-0 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />0 <br />9'-0" <br />8F 16 <br />REAR PORCH <br />z <br />1 l'-8" <br />.........-......._...._....__ <br />8F 16 <br />......... ...............----......................_...._..._. <br />REAR PORCH <br />.... <br />4'-8" <br />8F-12 <br />FRONT PORCH <br />0 <br />W <br />Q <br />U) <br />O <br />H <br />O <br />_J <br />z <br />U <br />W <br />F-- <br />X <br />W <br />a <br />Es <br />AAmm',mA <br />tds 1✓. <br />J6 <br />true design. <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />v <br />� "cn <br />BitH��C� <br />N <br />tzm <br />Q <br />w <br />� <br />QW <br />J <br />O <br />Uj <br />cii <br />Cl <br />F- <br />Z> <br />Q <br />o <br />C� <br />w 0 <br />Q <br />0 <br />w <br />W <br />w w <br />� <br />x <br />U.X <br />0 <br />0 <br />w <br />z <br />w <br />a <br />L_ <br />W <br />Abbott Park J <br />U <br />LOT 048-03-A o <br />- --- W <br />H <br />Z <br />O <br />PROJECT NO: w <br />2019.007598 0 <br />_ .__....._........_.... - -- O <br />DRAWN: <br />CRD <br />_ O <br />CHKD: <br />EAF <br />W <br />J <br />t'yt�1������ U <br />,JS-SIN Lq/V/�!� cn <br />N 51 6 0 <br />• <br />� r <br />cc <br />'p•: ST E OF :•�► <br />09/19/2019 Q <br />w <br />REVISIONS: LU <br />i No. Description Date ~ <br />w <br />'O <br />z <br />0 <br />ST=3 <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />