Laserfiche WebLink
DocuSign Envelope ID: 12B06693-F413-4080-990E-97E259316259 <br />0 <br />v <br />s <br />T-0" 1 6-8" 1 6-8" ,, 6-8" ,, 6-8" be 6'-0" ie 54" oe 4'-8" oe 6'-8" oe 6'4" -pe T-0" <br />1,1'-4" 1, 8'-0" 4'-S' 3'-5" 6-8" J, 6-8" 6-8" � 5-0" 6-8" � 6-8" 6-8" T-0" J, <br />1ST LEVEL DOWEL PLACEMENT PLAN <br />1/4" = V-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 />El 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 />-ol 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 />> O <br />N � <br />CD <br />N O <br />O U <br />APEX <br />CID <br />O N <br />N <br />co <br />_j <br />LL I <br />W tds J Q <br />J � <br />true design studios <br />Z <br />O <br />U <br />U 9000 REGENCY SQUARE BLVD. <br />Q SUITE 100, JACKSONVILLE, FL 32211 <br />—� O <br />O <br />O <br />� cn <br />Z) W <br />0 KOHO19ON <br />rn 41 <br />411 "1 \\1 <br />> j�_!m,,­qfpjg - <br />m ��ug ,I g "g, <br />i I t1146 <br />C <br />c <br />We <br />U <br />U <br />Z <br />W <br />0 This item has been electronically <br />LLJ signed and sealed by Justin M Lanier, <br />If PE on the date and/or time stamp <br />C:) shown using a digital signature. <br />C:) Printed copies of this document are <br />O not considered signed and sealed <br />O') and the signature must be verified <br />i by a 3rd Party Certificate Authority <br />~ �on any electronic copy <br />L0 <br />ti <br />O Q w <br />Z 111 <br />W <br />W <br />J z w <br />m <br />UJ ow <br />W <br />W <br />Z < O <br />> <br />LU m w o 0 <br />0 O J W W <br />w <br />0 <br />LLJ <br />o � <br />U_ L x <br />Z QO z <br />I= O <br />Q <br />� W <br />O <br />n z <br />0 <br />O <br />U U_ <br />Q W <br />� J <br />Abbott Park Q <br />O U <br />_j co <br />Q LOT 026-02 0 <br />- I- <br />z Z <br />W <br />OPROJECT NO: W <br />J 2021.009235 <br />O ILL DRAWN: O <br />= JAR <br />LINTEL SCHEDULE W o <br />CHKD: <br />LINTEL NO. CLEAR SPAN LINTEL DESCRIPTION COMMENTS X MJP 0 <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 />8U8 <br />L-3 <br />2'-0" <br />8 U8 <br />L-4 <br />6-0" <br />8 F-16 <br />L-5 <br />&4' <br />9'-0" <br />8F-16 <br />8080 SGD/ REAR PORCH <br />L-6 <br />___ <br />8F-16 <br />REAR PORCH <br />L-7 <br />1 V-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 />U <br />Q <br />`,��Ii111111���' <br />Lo <br />JS(IN LAIj/j��i, <br />i <br />U) <br />0 <br />Cn <br />0 <br />W <br />No 85166 <br />Q <br />• <br />� -33 • <br />3F�571E&7EF435-_4(/ Z. <br />LU <br />•, • <G/� <br />Z ss/p N AL <br />l///lllt�� Q <br />O 07-28-2021 0 <br />I- W <br />U REVISIONS: 2 <br />Q No. Description Date W <br />U) Q <br />(D cUn <br />O <br />Z O <br />= O <br />U 0 <br />W <br />H <br />X <br />W ST=3 <br />EL <br />CMU/METAL CONNECTOR ENGINEERING <br />