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DocuSign Envelope ID: 5C3C5BA8-1360-4D38-82F9-A78DD9D6816A IN `k- T-0" - , - - - 6-8" - 6 -8 _ / _ 4'-10'' / 3 8 / L-2 T-8" - - , 5-8" 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 4'-2" / 6'-8" - / - 6'-8" 5-10" / 54" / S-8" / S-2" 68 / 6-8" / 3'-8" �, 3'-8" / T-0" / C U > E CD O N O O O APEX lx� N O Ell O � Ct5 N c J U- W t S _J J � true design studios z O U) - U 9000 REGENCY SQUARE BLVD. Q SUITE 100, JACKSONVILLE, FL 32211 _p O � O is w CY H o 7-) i N >CY) 11HOMON o $ F N c m 4 W W' U) } a) z W W IY O O O O ti z ti O 0 U) z w (0 F= Wry Z_ LAMZ U) _ w m tttJ O co 0-1 w V Q W z > o z m w w o w V w w O X ILL L z OT has been electronically z _ signe sealed by Justin M Lanier, O PE on the date and/or time stamp Q shown using a digital signature. Q 0' Printed copies of this document are W O not considered signed and sealed F- a and the signature must be verified z W by a 3rd Party Certificate Authority E O on any electronic copy U d U- Abbott Park J O U IJL U) Q LOT 030-03 p w I- U Q z z — PROJECT NO: LU LINTEL SCHEDULE 1 2021.009226 LL LINTEL Z DRAWN: O LINTEL NO. 'MAX CLEAR OPENING COMMENTS 2 DESCRIPTION U CD 8 0 W CHKD: U') L-1 8F-1-32 GARAGE DOOR X MJP U) 1 - - L-2 T-0" - 8U8 W W L-3 6-0" - _ 8F-16 Q Q L-4 8'-0" 8F-16 SGD X t►tt t t �t��U -------- --- L-5 8'-8" 8F-16 REAR PORCH Q �� 11N Lq& 1�e, L-6 7'-0" 8F-16 REAR PORCH } `�� ,••�G E NS •.•'9 �.0 0 L-7 T-8" 8F-16 REAR PORCH m -- - ---- L-8 1-4' 8F-16 FRONT PORCH 0 No 85166 • -- — - -_ - --- — - - - W DocuSigned by: •: L-9 4'-4" 8F-8 FRONT PORCH(ELEV A) z = < - - -- L-9 1 4'-4' 8F-16 FRONT PORCH(ELEV - B,E&F) L :L-10 6-8' WINDOW(ELEV F) O -^4ccFG, - W i�T• P, ••� U) z Z NAL ��#'lilt►ttt� � QQ O 07-29-2021 Q W U REVISIONS: w U_ = Q No. Description Date � w U) J } U C� cn O z z 2 O U W H X W ST=3 W CMUIMETAL CONNECTOR ENGINEERING¢ GENERAL MASONRY NOTES DC1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. • 8U LINTELS MAY BE FILLED OR UNFILLED. • 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS MASONRY LEGEND NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN �! INDICATES GROUT FILLED CELL WITH NO REINFORCING ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN 0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN OPT, NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, HEIGHT OF DOWEL = HEIGHT OF COLUMN FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN OPENINGS. 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. 4. HIGH UPLIFT CONNECTION: • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC15450 @ MAX 16" O.C. • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. 5. FASTEN EACH BEAM TO MASONRY W/ META12