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)ocuSign Envelope ID: F282BDE9-B3A3-4C42-AAFB-342FED633458 <br />I <br />N <br />'4' , 8'-0" <br />4'-5" 3'-5" <br />M1 <br />M1 <br />6'-8" <br />5'-0" <br />M <br />M1 <br />VA <br />�, T-0" J, 6'-8" 6'-8" 6'-8" 6-8" 6 -0 64" 4'-8" 6'-8" 6'-8" T-0" I, <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />GENERAL MASONRY NOTES DC1 <br />• ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. <br />• BU 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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />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 />U 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.G. <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 />U <br />0 <br />N <br />O <br />N O <br />O <br />N <br />N <br />O <br />4 <br />O <br />rn <br />N <br />N <br />M <br />J <br />LL <br />W <br />J <br />J <br />Z <br />O <br />G7 <br />Y <br />U <br />Q <br />O <br />O <br />M w <br />U ~ <br />rn � <br />o <br />N i <br />m <br />w <br />Q <br />Z <br />w <br />w <br />O <br />O <br />O <br />O <br />�A <br />ti <br />Z <br />CA <br />W <br />m <br />w <br />w <br />0 <br />W <br />❑ <br />O <br />J <br />LL <br />Z <br />O <br />H <br />Q <br />O <br />a <br />O <br />U <br />Q <br />O <br />LL <br />Q <br />U <br />Z <br />C� <br />0 <br />O <br />z <br />LINTEL NO. <br />L-1 <br />LINTEL SCHEDULE <br />______j_ <br />CLEAR SPAN LINTEL DESCRIPTION COMMENTS <br />16'-0" 8F-1-32 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 />817-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />1 V-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />L-9 <br />FRONT PORCH (ELEV B,E,F) <br />w <br />X <br />w <br />it <br />X <br />m <br />w <br />O <br />Uj <br />z <br />U) <br />O <br />i= <br />LIL <br />Q <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 />a <br />CMU/METAL CONNECTOR ENGINEERING <br />APEX <br />tds <br />fl. <br />a� <br />.Q <br />true design studios (D <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />I_ <br />Q <br />U) <br />� <br />W� <br />J <br />O <br />LLJ <br />cis <br />� <br />Q <br />o <br />M <br />ice■ <br />0001� 0 <br />W <br />_Q <br />❑ <br />J W <br />W <br />X <br />Q <br />L <br />z Z <br />O <br />0 <br />Z <br />W <br />a <br />li <br />w <br />ABBOTT PARK Q <br />U <br />LOT 041-03 ❑ <br />w <br />I— <br />Z <br />0 <br />cn <br />PROJECT NO <br />w <br />❑ <br />2021.006630 <br />LL <br />O <br />--- <br />DRAWN: <br />KME <br />CHKD <br />LO <br />JMP <br />cl) <br />w <br />J <br />U <br />LA&I, �,, <br />c� <br />,��� �511N <br />•E • • �i <br />z <br />No 85166 •�: <br />DocuSigned by:: <br />- <br />.0O•:�1roA�7mAdQF435.. <br />•cn00 <br />05-17-2021 <br />Q <br />w <br />cn <br />REVISIONS: <br />Uj <br />No. Description Date <br />~ <br />w <br />— <br />J <br />Q <br />U <br />H <br />--- - <br />O <br />— <br />Z <br />O <br />❑ <br />ST=3 <br />