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3ocuSign Envelope ID: 97DC3F7A-OB49-41F6-BB8D-6FF2235411OF <br />N <br />I <br />0 <br />7' <br />M <br />6'-8" <br />M. <br />5'-4" ,, 4'-8" <br />LEI <br />7'-0" <br />1'-4" I. 8'-0" L 4'-5" T-5" 6'-8" )< _ 6'-8" 6'-8" 5'-0" 6'-8" L 6'-8" L 6'-8" y T-0" <br />1 ST IEVEL DO W EL PIA C EM ENT PIA N <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 />Do 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 />i <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 />I <br />U <br />M E <br />Ik O <br />°' U <br />0 <br />N O <br />O O <br />APEX <br />N U <br />a0 N <br />o � <br />rn <br />N <br />M � <br />U_tds <br />+✓ <br />W <br />J <br />J true design studios a) <br />z <br />O <br />U 9000 REGENCY SQUARE BLVD. c <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />—� O <br />O <br />� W � <br />> RHOMON' a�i <br />rn 0 <br />o J t <br />N <br />m <br />W <br />Q � <br />z <br />W <br />0 <br />W <br />fY <br />O <br />O <br />O <br />O <br />ti <br />LO <br />ti <br />O Q 07 <br />z U)w <br />W <br />W <br />z_ <br />W <br />zw <br />m <br />LU o <br />U) <br />W <br />w <br />z <br />Q <br />o <br />w <br />m > <br />0 <br />0 <br />o <br />_ <br />C� <br />w <br />wit <br />2 <br />O <br />w <br />x <br />X <br />z <br />O <br />QLL�- <br />z <br />I-_ <br />Q <br />O <br />o <br />O <br />a- <br />This item has been electronically <br />signed and sealed by Russell T Dukes, <br />PE on the date and/or time stamp <br />LLI <br />Z <br />fY <br />O <br />shown using a digital signature. <br />W <br />a. <br />U <br />w <br />Abbott Park <br />W <br />Q <br />O <br />L1_ <br />Q <br />LOT 001-01-A <br />U <br />W <br />o <br />w <br />z <br />z <br />_ <br />O <br />PROJECT NO: <br />LLI <br />j <br />O <br />2019.007593 <br />u- <br />z <br />O <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN I LINTEL DESCRIPTION COMMENTS <br />L-1 <br />16-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8U8 <br />L-3 <br />2'-0" <br />8U8 <br />L-4 <br />6-0" <br />8F-16 <br />L-5 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />91-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />P <br />4'-8" <br />8F-12 <br />FRONT PORCH <br />DRAWN: <br />KG <br />U <br />o <br />CHKD: LU <br />LO <br />EAF <br />x <br />W W <br />CL <br />Q <br />U <br />-� <br />L T <br />co <br />, <br />/GEN*�- i <br />W <br />alla cuwnned = <br />< <S• Q 4 i 444.. <br />� QQ <br />O 02-13-2020 Q <br />W <br />U REVISIONS: ULI <br />Q I No. Description Date w <br />U) _J <br />Q <br />>- U <br />O H <br />z Z <br />= O <br />U 0 <br />w <br />H <br />X <br />w ST=3 <br />a <br />CMU/METAL CONNECTOR ENGINEERING¢ <br />