Laserfiche WebLink
I. <br />1'-4" 8'-0" <br />4'-5" ,, 3'-5" <br />5'-0" <br />m <br />: <br />m <br />T-0" <br />T-0" 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" = 1'-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />U <br />a <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />0 Aft\ <br />• 8U LINTELS MAY BE FILLED OR UNFILLED. <br />N <br />p <br />• 8F LINTELS SHALL BE FILLED. <br />• LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. <br />O <br />APES <br />O <br />• DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8 O.C., U.N.O. <br />04 <br />N <br />• SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. <br />o <br />N <br />• MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE <br />0) <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />DOWEL LEGEND <br />04 <br />cc i <br />ZZ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />_j <br />J <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W./ MINIMUM <br />ii <br />tds <br />25" LAP REQUIRED, TYP AS SHOWN <br />J <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />true design studios <br />-6 <br />j <br />36" LAP REQUIRED, TYP AS SHOWN <br />z <br />O <br />N (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />U) <br />25" LAP REQUIRED, TYP AS SHOWN <br />V <br />9000 REGENCY SQUARE BLVD. <br />-' <br />< <br />SUITE 100, JACKSONVILLE, FL 32211 <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />O <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />0 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMNch <br />FRAMING KEY NOTES (CMU) DC1 <br />Llj_ <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />-- - <br />o <br />� <br />11HOBON' <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />> <br />N <br />rn <br />o <br />`' <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />♦ <br />OPENINGS. <br />—� <br />m <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN <br />LLJ <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP <br />PLATES. ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE <br />ON DETAIL SHEET <br />0 <br />' <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING:CD <br />CA <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 />01f <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 />ti <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) <br />LO <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 <br />r` <br />OR (2) SDWC15450 @ MAX 16" O.C. <br />. TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />Z9 <br />LL! <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />U) <br />W <br />__..-.. ----------- ..._ ---_- _ <br />s+- <br />J Z w <br />m <br />LLJ O co <br />w <br />w Q <br />w Q O <br />z <br />> 0 <br />z m Lu <br />o J W w <br />0 LL, w <br />o <br />LL LL <br />z a <br />O Z <br />o <br />o <br />z <br />O o_ <br />U IL <br />Q W <br />Abbott Park Q <br />O U <br />LOT 007-01-A o <br />4 w <br />z Z <br />0 <br />O PROJECT NO: W <br />—i 2020.001717 <br />O U- <br />_ _ - _ _ _ . _ ._.... --- ---- — ----------------- ----� DRAWN: <br />LINTEL SCHEDULELO <br />slc o <br />CHKD: <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION— COMMENTS X EAF cn <br />I--- - L-1 -- - <br />r <br />16'-0" <br />L-2 <br />3'-0" <br />---- <br />I <br />- - <br />L-6 <br />'-0 <br />" 9 <br />_ <br />L-7 <br />_ <br />11'-8" <br />L-8 <br />4'-8" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />8U8 <br />_ <br />- -sus <br />8F-16 <br />--_ <br />8F-16 <br />8080 SGD/ REAR PORCH <br />_ <br />REAR PORCH <br />_8F-16 <br />8F-16 <br />REAR PORCH <br />8F-12 <br />FRONT PORCH <br />W W <br />Q <br />U <br />Q <br />%`i <br />cD <br />• •E N S�c•.9 '•, <br />m <br />�.� <br />Z <br />Z •• o 51 6 •• <br />'S <br />W <br />Z <br />; <br />" *: :* • <br />0 <br />S <br />• Z_ <br />Z ���isS'/p N AL E% <br />cA <br />O 02/25/2020 p <br />I— w <br />U REVISIONS: <br />U_ - -- <br />q No. Description Date <br />J <br />- - Q <br />O cn <br />O I— <br />z Z <br />U 0 <br />W <br />H <br />X ST=3 <br />W <br />rl <br />Q <br />CMU/METAL CONNECTOR ENGINEERING <br />