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DocuSign Envelope ID: 44AFD156-ODDO-42C9-9CO6-36A957C723F8 <br />0 <br />V <br />1ST LEVEL DOWEL PLACEMENT 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 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 />MASONRYLEGEND <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 />00 (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.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 />0 <br />N <br />O <br />N <br />O <br />O <br />N <br />lC) <br />N <br />00 <br />d' <br />O <br />O <br />N <br />N <br />M <br />J <br />LL <br />W <br />_I <br />J <br />z <br />O <br />U) <br />Y <br />U <br />Q <br />O <br />O <br />W <br />W <br />b <br />J <br />m <br />W <br />CI <br />U <br />z <br />W <br />0 <br />W <br />W <br />O <br />O <br />O <br />O <br />i <br />O <br />z <br />07 <br />07 <br />W <br />U) <br />m <br />W <br />W <br />z <br />z <br />W <br />a <br />0 <br />LL <br />0 <br />O <br />a <br />W <br />O <br />Q <br />0 <br />O <br />J <br />ILL <br />Q <br />z <br />0 <br />O <br />J <br />-- — <br />z <br />LINTEL SCHEDULE U <br />W <br />LINTEL NO^ CLEAR SPAN LINTEL DESCRIPTION COMMENTS f- <br />W <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 />8 U 8 <br />L-4 <br />L-5 <br />L-6 <br />6-0" <br />8F-16 <br />8'-0" <br />9'-0" <br />8F-16 <br />8F-16 <br />8080 SGD/ REAR PORCH <br />REAR PORCH <br />L-7 <br />1 V-8" <br />817-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />8F-16_ <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />_ -- 4'-8" <br />a <br />X <br />C0 <br />0 <br />'S <br />O <br />LU <br />z <br />U) <br />O <br />H <br />LL <br />Q <br />U) <br />C� <br />O <br />O <br />z <br />U <br />W <br />H <br />X <br />W <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />0 <br />t) <br />Q <br />APEX <br />tdsL1 <br />L <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />This item has been electronically <br />signed and sealed by Justin M Lanier, <br />PE on the date and/or time stamp <br />shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />,jWand the signature must be verified <br />PV by a 3rd Party Certificate Authority <br />n any electronic copy U) <br />W <br />LL W <br />-J z LU <br />LLJ O cn <br />C) F- 2 <br />Q <br />>U <br />m <br />w <br />o <br /><1 <br />0 <br />J <br />LLJ <br />w <br />W2 <br />x <br />Q <br />LL <br />0 <br />0 <br />w <br />z <br />W <br />Iz <br />LL <br />W <br />Abbott Park <br />J <br />Q <br />U <br />LOT 030-02 <br />0 <br />_ <br />W <br />z <br />PROJECT NO: <br />W <br />0 <br />2021.011077 <br />LL <br />— <br />O <br />DRAWN: <br />KME <br />o <br />CHKD: <br />U!i <br />MJP <br />U) <br />W <br />U <br />`��►►tt��„��,� <br />Cl) <br />�.•�\C•E NSA <br />•:9 <br />` :• No 85166 <br />z_ <br />Docu3lpned by: : *' <br />. t- <br />i •. ��I DFQ7[•'F435. 4•+ <br />U) <br />��i FSi • R 1 O • • �� <br />z <br />��� <br />09/16/2021 <br />W <br />REVISIONS: <br />No. Description Date <br />~ <br />W <br />— <br />J <br />Q <br />U <br />O <br />-- <br />z <br />ST=3 <br />O <br />