Laserfiche WebLink
I <br />ao <br />io <br />,1'-4", T-8" <br />F4 <br />4'-8" <br />5-10" <br />5'-4" <br />3'-2" 6'-8" r 3'-8" r 3'-8" r 6'-8" 1 T-O" <br />L-2 <br />I. T-0" 6'-8" 6'-8 -- 4'-10" T-8" 4'-2" 6'-8" 6'-8" 6'-8" T-0" <br />1 st LEVEL STRUCTURAL 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 />• 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.C. 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 />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 W/ MINIMUM <br />36" LAP REQUIRED, TYP AS SHOWN <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />of NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN <br />FRAMING KEY NOTES (CMU) DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />OPENINGS. <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 SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />4. HIGH UPLIFT CONNECTION: <br />*FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. <br />• SECOND LEVEL 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) SDWC15450 @ MAX 16" O.C. <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 <br />LINTEL SCHEDULE <br />LINTEL NO. MAX CLEAR OPENING LINTEL COMMENTS <br />DESCRIPTION <br />L-1 <br />16-0" <br />8F-1-32 ! GARAGE DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />6-0" <br />8F-16 <br />L-4 <br />8'-0" <br />8F-16 ! SGD <br />L-5 <br />8'-8" <br />8F-16 REAR PORCH <br />L-6 <br />T-0" <br />8F-16 REAR PORCH <br />L-7 <br />T-8� <br />8F-16 REAR PORCH <br />L-8 <br />1'-4" <br />8F-16 FRONT PORCH <br />L-9.1 <br />4'-4" <br />8F-16 FRONT PORCH <br />U <br />o � <br />> E <br />rn U <br />N O > <br />O <br />N 0 <br />APEX <br />N U <br />coN <br />� Q <br />N <br />N <br />co zzz <br />J Q <br />LL. <br />W <br />tds <br />J � <br />true design studios > <br />z <br />O <br />U 9000 REGENCY SQUARE BLVD. c <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />CA <br />-� O <br />O <br />O <br />W <br />vi <br />o p IHOMON' <br />a <br />1 <br />12 <br />N j <br />J <br />m <br />W <br />w <br />Q <br />Q � <br />z <br />W <br />W <br />O <br />O <br />O <br />O <br />rl� uz <br />7 <br />b O VJ ♦♦ ^^ <br />Z <br />U) �. m W <br />� ry <br />ILL] <br />Z Lim <br />Z W <br />w <br />J O u) <br />w <br />w Q <br />z <br />0 <br />> o <br />Z m w W W <br />W <br />0 U w w <br />O X <br />LL <br />O z0 <br />H <br />O Iw- <br />o z <br />O a_ <br />LL <br />Q — <br />p w <br />Abbott Park —i <br />O U <br />j U) <br />Q LOT 002-01-A p <br />w <br />U Q <br />Z_ z <br />} 0 <br />Cn U) <br />O PROJECT NO: <br />W <br />2019.007594 <br />0 <br />O <br />z <br />O <br />DRAWN: <br />v LDG <br />8 <br />W O <br />CHKD LO <br />~ <br />X <br />EAF <br />C/) <br />- <br />W <br />Q <br />w <br />Q <br />X <br />,���111t►/��� <br />5� %N LA �i <br />0 <br />m <br />%♦♦�♦, <br />F••• ��� <br />z <br />Uj <br />W <br />z <br />:'�. <br />N 8 <br />� yt ; <br />1 6 <br />; -rlr .. <br />O - .IZ <br />w �� '.• STA E OF 441 <br />Q ��'� F•'•� R 1OQ.'••� Z <br />♦♦ <br />O_ 09-1t-19 0 <br />p <br />F- w <br />v REVISIONS: w <br />IL = <br />Q No. Description Date I— <br />(A J <br />0 <br />z Z <br />2 O <br />U p <br />w <br />I— <br />X <br />W ST=3 <br />W <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />