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ti <br />I <br />1'-4"., T-8" <br />6-8" <br />4'-8" <br />5-10" 1 54' <br />T-8" T-2" <br />'-8" T-8" <br />&M <br />LL-2 <br />6-8" 4'-10" T-8" 4'--2" 6'-8" 6'-8" <br />T-O" 6'-8" 11 LO V ie 6'- t T-0" <br />I st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />VA <br />........ ....... ... . ............ - ­..­­­-.­­ .... . .. ......... ------------ . .. ........ ............. -------------- - . ... .... . .... . ... ......................... ........ .................. . .. <br />D <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 C)c"I <br />LINTEL NO. f MAX CLEAR OPENING <br />L-1 <br />16'-0" <br />L-2 <br />L-3 <br />3'-0" <br />.......... ­­ ­­-- <br />6-0" <br />L-4 <br />8'-0" <br />L-5 <br />... .... ......... .. .. ...... . <br />L-6 <br />8'-8" <br />.......... - . . ......................... <br />T-O" <br />T-8" <br />L-7 <br />.1-1.1.1. 1 ............ <br />L-8 <br />L-91 <br />4'-4" <br />Aftr\ <br />8F LINTELS SHALL BE FILLED. C) <br />CN A 0 <br />U' <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. ) 0 <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. C' PEX <br />00 <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION, <br />• MASONRY LINTEL AS NOTED; SEE PLAN AND SCHEDULE (D <br />0*) <br />• SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS <br />C14 <br />DOWEL LEGEND c\I co <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -j <br />U- <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />25" LAP REQUIRED, TYP AS SHOWN LU <br />-j tds -6 <br />NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios a) <br />36" LAP REQUIRED, TYP AS SHOWN <br />z <br />O (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 0 U) <br />25" LAP REQUIRED, TYP AS SHOWN 9000 REGENCY SQUARE BLVD. <br />OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 <br />0 <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, 0 <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN 0 <br />FRAMING KEY NOTES(CMU) DCl w <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o ~ co <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > v) Ra) HOMON <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN <br />> <br />OPENINGS. C\j -j <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LLJ <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Ix <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: 0 <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS (D <br />Z <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH LLJ <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. (D <br />w <br />4. HIGH UPLIFT CONNECTION: w <br />*FASTEN EVERY STUD TO TOP PLTw/SP2 OR SDWC15600@ MAX 16" O.C. 0 <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST 0 <br />LEVEL 0') <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO z <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 r- <br />OR (2) SDWC15450 @ MAX 16" O.C. b 0 <br />r� <br />• TOP PLATE TO HDR W/ SDWC1 5600 @ MAX 16" O.C. z <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 (n LU <br />U) � ai <br />LLJ 0� <br />z um Z Lj <br />U) <br />:D <br />m J0 w <br />[if <br />w F- 2i <br />w <br />z < 0 <br />0 > <br />z Uj a <br />w <br />< w <br />0 Uj LLJ <br />0 <br />i x <br />UL LL <br />z <br />o z <br />1­- 0 <br />< 0 <br />w w <br />0 <br />0- z <br />w 0 rf CL <br />LL <br />w <br />Abbott Park <br />0 <br />-j cl) <br />11- LOT 049-03-A 0 <br />< w <br />< <br />z z <br />(D <br />U) <br />.............. . ..... 0 PROJECT NO: <br />: <br />LINTEL SCHEDULE 2019.0075999 <br />LINTEL z DRAWN: <br />- . .... .. ....... ... ........ - 0 <br />DESCRIPTION 0 COMMENTS 2:CRD 180- <br />w c:) <br />CHKD. <br />8F-1 -32-__ GARAGE DOOR X EAF C/) <br />81­18 Ill w <br />8 . F 1 -16 CIL <br />8F-16 SGID x 0 <br />U) <br />8F-16 REAR PORCH < LAAt/ �,#e <br />11 - - - - -­­­ I -- .1 .......... . ... --- - ------------ -- ----- <br />8F-16 REAR PORCH ..ENS.......... 0 U) <br />8F--16 REAR PORCH •Z <br />8F-16 FRONT PORCH- <br />N 516 516 <br />---- ------ w < Z ZZ <br />. ..... - --------- <br />cc <br />0 w 0 <br />ST E 0 FF <br />0 <br />< z <br />0 R <br />z <br />c/) < <br />Z) w <br />0 09/25/2019 0 <br />w <br />REVISIONS: w C/) <br />U- <br />< I N - o. --- Description Date w <br />_j <br />< <br />U) <br />0 <br />- - ---- --- - -- - ------ - -------- — — - -- - ---------- 0 <br />0 1 i <br />z........... . .......... ..... ........................... z <br />0 <br />w <br />x <br />w ST=3 <br />12- - <br />CMU/METAL CONNECTOR ENGINEERING <br />