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)ocuSign Envelope ID: A5CAA780-0D5C-4257-894E-716A130DFF24 <br />A. <br />a <br />I' I' I - - - - - <br />1 st LEVEL STRUCTURAL PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22"x34" <br />ti <br />GENERAL MASONRY NOTES DC1 <br />ALL LINTELS SHALL BEAR A MINIMUM OF 4' AT EACH END. N O <br />8U LINTELS MAY BE FILLED OR UNFILLED. N ti <br />8F LINTELS SHALL BE FILLED. O 0 <br />LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. Z APES -c <br />DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. 0 <br />SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. W <br />MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE Z <br />SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS Z <br />' 00 <br />I <br />i <br />MASONRY LEGEND w <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN Z <br />INDICATES GROUT FILLED CELL WITH NO REINFORCING (D d <br />W t s <br />-� <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM a true design studios N <br />30" LAP REQUIRED, TYP AS SHOWN 0 <br />Of <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM O <br />30" LAP REQUIRED, TYP AS SHOWN J 9000 REGENCY SQUARE BLVD. 0) <br />LL' SUITE 100, JACKSONVILLE, FL 32211 � <br />r OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Z 904.821.5200 p <br />NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O <br />HEIGHT OF DOWEL = HEIGHT OF COLUMN � <br />FRAMING KEY NOTES (CMU) DC1 O <br />cn <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN �o � a), <br />(SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) > O 01HOMON N <br />U <br />1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN o a , +-, <br />OPENINGS. N 0 <br />IE &$;wee <br />2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN O <br />LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP J <br />PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE U_ <br />ONDETAIL SHEET. a <br />3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: U <br />A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS Z N <br />BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. > <br />B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH Q <br />FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. O <br />J <br />4. HIGH UPLIFT CONNECTION: O <br />• FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. Z <br />• SECOND LEVEL WALL STUDS STRAPPED TO FIRST = <br />U <br />LEVEL w <br />WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. �- <br />(APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) x <br />FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 W <br />OR (2) SDWC15450 @ MAX 16" O.C. Q U) <br />• TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. X Uj W <br />5. FASTEN EACH BEAM TO MASONRY W/ META12 < <br />o = Lu � <br />Z O <br />O <br />W <br />a � <br />Z <br />o �' J W <br />0 W W a <br />F- 00 o <br />LL r <br />a ti <br />x <br />Q <br />o ° <br />0 <br />z <br />z w <br />U z <br />Z <br />Uj <br />Abbott Park a <br />x <br />w-- - __.. - ---- w <br />a- LOT 020-01 w <br />LINTEL SCHEDULE - D U <br />LINTEL LINTEL MAX CLEAR <br />NO. DESCRIPTION SPAN COMMENTS COUNT o <br />- -- - PROJECT NO: I- <br />2021.003464 z <br />L-1 8F-1-32 16' - 0" GARAGE i 1 � 0 <br />-- - - - <br />L-2 8U8 5'- 6" I 1 DRAWN: LDG w <br />L-3 8U8 3' - 0" 5 CHKD <br />-- _ -- 1 - - - - ------ - --- - - ---- -- MJP w <br />L-4 8F-16 6' - 0" 1 O <br />L-5 8F-16 9' - 2" 1 0 <br />L-6 8F-16 7' - 5" REAR PORCH 1 LO <br />L-7 8F-16 _ _7' - 11 " REAR PORCH 1 ����` SHIN LANs ��.,� w <br />-- --- <br />L-8 8F-16 7' - 8" REAR PORCH 1 :��`% G E NS,�.R Q <br />_ � U <br />ee83gned by'c co <br />U) <br />z <br />•IIS%4TE OF <br />�U <br />do <br />' F439.. <br />% <br />sS;0 N A;111111110 <br />03-18-2021 U <br />z <br />REVISIONS: <br />No. Description Date <br />w <br />U) <br />w <br />I-_ <br />— — J <br />a <br />- U <br />U) <br />ST=O <br />rnei ItRAPTAi ri'1KIKI ~rTnQ CKMIKICIZOIKir_ <br />