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DocuSign Envelope ID: 3CE76BFD-2711-4B94-92E4-ACF95934EBC2 <br />0 <br />v <br />'v <br />8'-4" 8'-0" 6-0" 8'-0" 6'-4" ,, 8'-0" , 8'-0" ,, 8'-0" ,, 81-4" <br />18" L 6'-4" L T-2" L 8'-0"_ 3'-8" L 8'-0" �, T-0" L T-10" 8'-4" 5'-2" 0 SYP PT POST <br />1ST 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 8'-0" 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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />Ij INDICATES GROUT FILLED CELL WITH NO REINFORCING <br />■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />Oo (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />❑o 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. CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />T-0" <br />8U8 <br />L-3 <br />2'-0" <br />81-18 <br />L-4 <br />8'-0" <br />8F-16 <br />SGD <br />L-5 <br />6'-4" <br />8F-16 <br />REAR PORCH <br />L-6 <br />13'-4" <br />8F-16 <br />REAR PORCH <br />Z> <br />U <br />6 <br />N <br />N <br />N O <br />O <br />CV <br />LO <br />CV <br />00 <br />O <br />O <br />r <br />r <br />N <br />N <br />M <br />J <br />ILL <br />W <br />J <br />J <br />z <br />O <br />Y <br />U <br />0 <br />O <br />r <br />W <br />F- <br />U — <br />o � <br />> <br />o <br />o � <br />N <br />J <br />m <br />W <br />Q <br />} <br />U <br />z <br />W <br />0 <br />W <br />X <br />O <br />O <br />O <br />CA <br />L0 <br />ti <br />O <br />U) <br />co <br />W <br />z_ <br />U <br />m <br />W <br />W <br />z <br />z <br />W <br />0 <br />0 <br />J <br />z <br />O <br />Q <br />O <br />a <br />Of <br />O <br />U <br />Q <br />O <br />J <br />LL, <br />Q <br />U <br />z <br />O <br />O <br />J <br />O <br />z <br />U <br />W <br />r- <br />W <br />a <br />Q <br />m <br />W <br />O <br />W <br />Q <br />z <br />U) <br />O_ <br />H <br />I- <br />U <br />U) <br />} <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />APEX <br />i <br />tds <br />true design studios >CU <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />D*R*HO90N' <br />ZZ <br />6200 LEE VISTA BLVD, STE 400 <br />ORLANDO, FL 32822 <br />P: 407-850-5200 <br />.Q <br />(D <br />I <br />WW <br />U) <br />Z w <br />0 ow <br />�- m j O <br />N w � <br />� J W <br />W W Q <br />r LL � <br />A <br />3 <br />This item has been electronically r <br />signed and sealed by Justin M Lanier, Z <br />PE on the date and/or time stamp O <br />shown using a digital signature. <br />Printed copies of this document are 0 <br />not considered signed and sealed W <br />by a 3rd Party Certificate Authority Z <br />on any QIQCtr00ark Alp a <br />U- <br />LOT 017-01 W <br />J <br />Q <br />U <br />U) <br />0 <br />W <br />PROJECT NO: I- <br />2021.003463 z <br />-- - 0 <br />DRAWN: <br />LDG Ld <br />0 <br />CHKD: ILL <br />MJP O <br />0 <br />O <br />L0 <br />,��. W <br />J <br />U <br />No 85166 to <br />z <br />•. � STATE OF 44/ <br />03-18-2021 O <br />z <br />REVISIONS: < <br />No. Description Date <br />-- W <br />- W <br />I- <br />W <br />J <br />Q <br />STI- <br />O <br />z =3 O <br />0 <br />