Laserfiche WebLink
DocuSign Envelope ID: 9ED12F2D-B41C-4448-BA56-5E8CEB9C3CDC <br />l R <br />1, <br />a <br />V <br />.. .. ... ... .I — — rn n. pn c, On Ci on ri nn a, Qu a. Qu a. Q., 7._nn <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = 1'-0" WHEN PRINTED ON 22" 04" <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 />I] 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 />C <br />O <br />O <br />" O <br />O Q <br />04 <br />APEX o <br />N <br />Ci3 <br />CV <br />CV <br />cM <br />_I +, <br />LL <br />W <br />J tds J-6 <br />� <br />true design studios <br />Z <br />O <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />p <br />O � <br />O :3 <br />LU U <br />v <br />11HOMON"" <br />> <br />rn <br />sw <br />o` <br />LU <br />U) <br />U <br />Z <br />W <br />This item has been electronically <br />LLI signed and sealed by Justin M Lanier, <br />W PE on the date and/or time stamp <br />O shown using a digital signature. <br />O Printed copies of this document are <br />O not considered signed and sealed <br />C) and the signature must be verified <br />i ya 3rd Party Certificate Authority <br />>=' <br />on any electronic copy <br />t` <br />b Q 0 <br />(n Wmw <br />W <br />Z J Z � <br />U)O W <br />m <br />W U) <br />LU QZ> <br />W <br />z <br />> o <br />w m w 0 <br />o � � W <br />W W <br />O X <br />LLLL <br />Z <br />O Z <br />O <br />a 0 <br />W w <br />a z <br />O �a <br />U LL <br />Q w <br />� <br />Abbott Park JQ <br />O U <br />J (n <br />LL LOT 037-03 0 <br />Q w <br />U Q <br />Z_ Z <br />CD <br />(� U) <br />O PROJECT NO: W <br />-j 2021.009231 0 <br />O u- <br />Z DRAWN: <br />O <br />LINTEL SCHEDULE U JAR o <br />W LO <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X CHKD: MJP <br />W W <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 U8 <br />L-4 <br />6'-0" <br />817_-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 />Q <br />J <br />U <br />Q <br />,,�yt1111tt��� <br />(n <br />W <br />Z <br />No 85166 <br />-' * by: * = <br />S <br />Q <br />Q <br />LDocuSigned <br />W <br />:9 ja�iD6PRF4.��44/ " <br />W•, <br />-- ' T U <br />z ,,',1S rO NAB 3: <br />O 07-28-2021 0 <br />w <br />U REVISIONS: LU <br />U- <br />Q No. Description Date W <br />Q <br />0 — U) <br />O � O <br />J <br />OZ Z <br />2 0 <br />U <br />W <br />I- <br />X <br />w ST=3 <br />d <br />CMUIMETAL CONNECTOR ENGINEERING <br />