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Docu5ign Envelope ID: 5053F29C-8B9D-49A9-95BD-E5A5314E3C81 <br />w <br />T-0" <br />• <br />a 1 <br />-4" <br />4'-8" <br />T-0" <br />,1'4' 1, 8'-0" 4'-5" 3'-5 __ �, 6'-8" 6'-8" J, 6'-8" 5'-0" 6'-8" 6'-8" L 6'-8" T-0" �, <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 />• 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 />MASONRY LEGEND <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />N 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 I LINTEL DESCRIPTION COMMENTS <br />U <br />o ""v <br />N^A\ 0 <br />U <br />CD <br />N O <br />O (? <br />APEX <br />N U <br />a0 <br />O N <br />O <br />cu <br />N <br />M <br />E' <br />W <br />tds <br />J true design studios a) <br />Z <br />O <br />U <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />CAI <br />_p <br />O <br />O ,,-- <br />� tta <br />W Cr. <br />Cn <br />C6 DoRtHOMON <br />rn <br />� 3 <br />o <br />I A <br />m <br />W <br />Q � <br />W <br />U <br />z <br />W <br />W <br />Ir <br />O This item has been electronically <br />O signed and sealed by Justin M Lanier, <br />O PE on the date and/or time stamp <br />O shown using a digital signature. <br />Printed copies of this document are <br />not considered signed and sealed <br />and the signature must be verified <br />LO <br />>=by a 3rd Party Certificate Authority <br />O�n any electronic copy v / <br />Z W <br />U) it Q _ <br />W <br />J Z w <br />m <br />W O cn <br />W <br />W <br />W <br />z <br />> o <br />w m w o <br />o � � w <br />w <br />OLL <br />LL <br />X <br />z <br />Z <br />O z <br />O <br />a o <br />W W <br />O I - <br />a. z <br />cr_ W <br />O a <br />U LL_ <br />Q W <br />Abbott Park Q <br />O U <br />J (n <br />U_ LOT 033-02 0 <br />Q W <br />0 a <br />z z <br />(D <br />c� U) <br />O PROJECT NO: W <br />j 2021.011079 <br />O u- <br />z O <br />L-1 <br />16'-0" <br />8F-1-32 <br />PRESTRESSED GARAGE <br />DOOR <br />L-2 <br />3'-0" <br />8 U 8 <br />L-3 <br />2'-0" <br />8 U 8 <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 />9'-0" <br />8F-16 <br />REAR PORCH <br />L-7 <br />11'-8" <br />8F-16 <br />REAR PORCH <br />L-8 <br />4'-8" <br />8F-12 <br />FRONT PORCH (ELEV A) <br />L-9 <br />4'-8" <br />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />DRAWN: <br />JAR <br />o <br />U <br />CHKD: LU <br />Uf) <br />MJP <br />x <br />W W <br />Q <br />,c <br />J <br />U <br />Q <br />'t�tttiltlttt� <br />(n <br />�.•�,�� <br />m <br />�. sF•9 �.� <br />z_ <br />W <br />No 85166 <br />Z <br />` * • OocuSigned by: <br />Q <br />a <br />A F435..• •��` <br />44T'A) � <br />W <br />, <br />Q 0�%.. F 4 0 R O P Ca�`.`� z_ <br />Q <br />O 09-16-2021 p <br />�- W <br />U REVISIONS: LU <br />Q No. Description Date w <br />(/) J <br />Q <br />� U <br />0 <br />O � <br />z z <br />= o <br />U <br />W <br />I— <br />X ST=3 <br />w <br />W <br />CMUIMETAL CONNECTOR ENGINEERING¢ <br />