Laserfiche WebLink
' I I I I I I III I' L I 11�-1 1 1 11 1111 11 III nnrilMIFTIVIII Up n7p.A9F.I nil ,.11 9 111 1 In.I -, , r n , rI I - TresiI lorr immn_ wvnlP-l.' "i I I I I I 1 11 1 1 1 1 I 1 I 1 1' 1 <br />Zo <br />7'-8" <br />A <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />4'-10" !, 4'-10" <br />M.- <br />6'-8" <br />T-0" <br />in <br />N <br />GENERAL MASONRY NOTES DC1 g <br />0 <br />M <br />. ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. rn <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.G. 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 />DOWEL LEGEND <br />j NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />NO..5 BAR w' VERTICAL BAR IN FILLED CELL W./ MINIMUM <br />25" LAP REQUIRED. TYP AS SHOWN <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL'Jl/ MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br /><,' > (2) NO. 5 BAR vr' VERTICAL BAR IN FILLED CELL VJ/ MINIMUM <br />25" LAP REQUIRED. TYP AS SHOWN <br />OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />NO. 5 BAP, w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />i <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) Dc1 --- - - -- - <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o <br />co (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > <br />m <br />1 MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. N <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 SN DBL TOP PLATE W/ 10d @ 3" O.C. <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />j FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />I <br />4. HIGH UPLIFT CONNECTION: <br />*FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />i <br />. SECOND LE`✓EL 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) SDV C15450 @ MAX 16" O.0 <br />. TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5. FASTEN EACH BEANI TO MASONRY W',' META12 <br />I _ <br />LINTEL SCHEDULE <br />LINTEL LINTEL MAX CLEAR COMMENTS COUNT <br />NO. DESCRIPTION SPAN <br />L-1 - <br />8F-1-32 <br />16' - 0" <br />GARAGE <br />1 <br />L-2 <br />8 U 8 <br />5'- 6" � <br />- <br />1 <br />� <br />L-3 -- <br />-- ---8U8 ---�-- <br />3� � �,� �- <br />5 I <br />L-4 -- <br />6' - 0„ <br />1 <br />L-5 <br />-----817-16 <br />8F-16 � - <br />----�— <br />9'-2" <br />I <br />1 <br />L-6 <br />8F-16 t <br />?' - 5" <br />REAR PORCH <br />1 <br />L-7 <br />8F-16 <br />7` - 11" <br />REAR PORCH <br />1 <br />L-8 <br />8F-16 <br />- 7' - 8' - <br />REAR PORCH <br />1 <br />L-9 <br />8F-16- <br />6'- 6" ' <br />FRONT PORCH <br />1 <br />L-10 <br />8F-16 <br />i <br />5'- 5 <br />FRONT PORCH I <br />1 <br />L-11 <br />8F-16 <br />51-911 <br />FRONT PORCH <br />L 12 <br />8 16 <br />31-411 <br />FRONT PORCH <br />1 <br />ti <br />Iq 14,\ a <br />LO <br />O o <br />U APEX0 <br />0 <br />W <br />z_ v <br />U) a <br />Z) <br />m <br />LU <br />w <br />z <br />z <br />W tds -6 <br />Q tram design studios > <br />W' <br />O <br />J 9000 REGENCY SQUARE BLVD. N <br />U_ SUITE 100, JACKSONVILLE, FL 32211 <br />z0 904.821.5200 p <br />H �_ <br />a <br />O 01110190N <br />0 <br />O <br />J <br />LL a. <br />Q C- <br />U <br />z <br />O <br />—1 <br />O <br />z <br />2 <br />U <br />W <br />H <br />x JW �� ^^ <br />QUj <br />VJ Q LLI <br />} <br />I..V <br />m <br />0 = z W <br />w <br />z O to <br />O �' C <br />G <br />w = Q O <br />z Q <br />ww <br />O J <br />0 w w Q <br />I= w O� 0 <br />U_ r' <br />Q ti <br />U <br />x <br />� <br />O <br />z 0 <br />= w <br />U z <br />z <br />Abbott Park a <br />w _W <br />a LOT 006-01-A w <br />Q <br />Q <br />U <br />0 <br />w <br />PROJECT NO: I- <br />2020.001716 z <br />- - (7 <br />DRAWN: <br />SLC w <br />0 <br />CHKD: LL <br />EAF O <br />0 <br />0 <br />0 <br />LO <br />c� <br />w <br />J <br />Q <br />U <br />U) <br />CD <br />z_ <br />U) <br />02-25-2020 (D <br />z <br />REVISIONS: < <br />No. Description Date <br />w <br />U) <br />w <br />I- <br />�w <br />J <br />Q <br />U <br />H <br />O <br />ST=3 O <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />