Laserfiche WebLink
DocuSign Envelope ID: 1 D6EEA65-1 1 9E-4AD4-8042-DDF1 91 78294D <br />0 <br />v <br />IT <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 />Ej 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 />Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM <br />30" LAP REQUIRED, TYP AS SHOWN <br />F� OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED <br />0 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 />U <br />0 <br />> O <br />o U <br />N O <br />O O <br />APEX <br />N U <br />00 tU <br />O N <br />O <br />N <br />co Zz. <br />J <br />U- <br />W <br />tds <br />J � <br />true design studios N <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />O_ <br />O <br />O .- <br />C <br />D LU <br />Co > 01HOMON' <br />0 6 <br />N J <br />m <br />LU <br />W .Q <br />Z <br />W <br />0 <br />W <br />WO 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 />r-L <br />nt not considered signed and sealed <br />0011111111Wnd the signature must be verified <br />I- by a 3rd Party Certificate Authority <br />O <n any electronic copy W <br />Z <br />U m LU <br />Wry <br />Z <br />W J w <br />LJU O cn <br />LU pW <br />Z > Q <t <br />W m w E5 <br />J w 2 <br />W w <br />O X <br />LL � LL e- <br />Z Z <br />O O <br />Q o <br />X W <br />O <br />a Z <br />O a <br />U W <br />Q W <br />Abbott Park <br />O U <br />J (/j <br />W LOT 028-03-1 B o <br /><t W <br />Z <br />Z 0 <br />CD <br />OPROJECT NO: W <br />2021.012597 W <br />Z - -- — O <br />LINTEL SCHEDULE <br />LINTEL NO. CLEAR SPAN 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 />L-51. <br />L-6 <br />6'-0" <br />8 F-16 <br />8'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <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 />4'-8" <br />8F-12 <br />8F-16 <br />FRONT PORCH (ELEV A) <br />FRONT PORCH (ELEV B,E,F) <br />L-9 <br />U <br />P <br />DRAWN. <br />CD <br />o <br />MJP <br />LO <br />X <br />W <br />LU <br />a <br />Q <br />Q`���►����r���i <br />U <br />cn <br />�E • <br />m <br />c N F R'� <br />s ' <br />z <br />No 85166 <br />W <br />Z <br />* • cuftned by: <br />r <br />L�L <br />dr __ <br />Q <br />D�1COEF435� <br />W <br />O%46 <br />��: <br />• k <br />U) <br />rn <br />O 11-01-2021 0 <br />i= W <br />U co <br />REVISIONS: Uj <br />-- <br />2 No. Description Date W <br />� J <br />>- U <br />O 1-- <br />0 <br />Z <br />= O <br />U � <br />LU <br />F-- <br />X ST=3 <br />W <br />a <br />Q <br />CMUIMETAL CONNECTOR ENGINEERING <br />