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DocuSign Envelope ID: EA8BCDBC-DD2F-44E5-B876-94E431A586DA <br />1 11 II 1 Jill 11 II I <br />d- <br />5'-4" <br />4'-8" <br />6'-8" 6'-8" <br />T-0" <br />1,1'-4" I, 8'-0" L 4'-5" T-5" 6'-8" 6'-8" J, 6'-8" 5-0" 6'-8" 6'-8" 6'-8" T-0" J, <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 />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 />< (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 />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 />Z) <br />U <br />>EU <br />N <br />� <br />O <br />N <br />O <br />CD <br />APEX01 <br />0I <br />CID <br />0 <br />CD <br />m <br />0 <br />0- <br />N <br />cco <br />J <br />LL <br />W <br />tds <br />CL <br />�' <br />J <br />z <br />true design studios <br />� <br />O <br />Y <br />U <br />Q <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />cn <br />O <br />O <br />O_ <br />70 <br />Z) <br />w <br />Off,)HOMON <br />cn <br />> <br />N <br />> <br />m <br />* <br />A 4 a <br />00-1' <br />Q <br />U <br />U <br />Z <br />W <br />W <br />IY <br />O <br />O <br />O <br />d� <br />ti <br />LO <br />ti <br />O <br />Q Cn <br />z <br />co <br />W co <br />Uj <br />w LNL.1 <br />1..1 <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 />81_18 <br />L4 <br />6'-0" <br />8 F-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 />8F-16 <br />FRONT PORCH (ELEV B,E,F) <br />J z w <br />m <br />LLJ O c) <br />wLU <br />0 <br />w <br />_Z <br />cD i 0 a <br />w w C) <br />o <br />o � J wZ> <br />Do-,w <br />O X <br />LL <br />Z <br />"'Ind <br />'_'nN <br />and Uhi-, <br />iied <br />-z-, <br />O P Va <br />U LL <br />Q w <br />� J <br />Abbott Park Q <br />O 0 <br />Q LOT 029-02 0 <br />U Q <br />z z <br />U <br />OPROJECT NO: w <br />-1 2021.009238 <br />O LL <br />z O <br />DRAWN: <br />JAR <br />o <br />U <br />CHKD: LLI <br />LID <br />MJP <br />X <br />w w <br />Q <br />Q <br />X <br />���tttttttttt��� <br />(U <br />v) <br />% <br />Z_ <br />QQ <br />W <br />13F4671DACDEF435..: <br />Q <br />Z:,.<.. <br />- • <br />Imo- <br />�L <br />Q <br />O <br />�-33 ' STATE OF <br />z ''�ss�ory a �;; Z <br />tttttt <br />U Q <br />O 07-28-2021 p <br />I-_ w <br />U REVISIONS: <br />Q No. Description Date w <br />(n J <br />Q <br />>- U <br />O _ U) <br />O I— <br />z z <br />= O <br />U 0 <br />w <br />H <br />X <br />W ST=3 <br />0_ <br />CMU/METAL CONNECTOR ENGINEERING <br />