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Y s ao EO -4" 7'-8" 5'-8" 4'4' 5'-10" 5'-4" 3'-8" 3'-2" 6'-8" r 3'-8" r 3'-8" r 6'-8" 7 0 i L-2 T-0" i. 6'-8" 6'-8" 4'-10" 3'-8" 4'-2" 6'-8" 6'-8" 6-8" T-0" 1 st IEVEL SZRUC UM L PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 - - - — -- --- -- - - --- - -- —----- -- - > ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. U j . 8U LINTELS MAY BE FILLED OR UNFILLED. N O 8F LINTELS SHALL BE FILLED. O LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. 04 A � 0 . DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8" O.C., U.N.O. . SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. qT 0 : . MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0) a� p SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS ' I N DOWEL LEGEND N NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _j LL. ■ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUMt S Ld 25" LAP REQUIRED, TYP AS SHOWN .Q NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios N ` 36" LAP REQUIRED, TYP AS SHOWN Z (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED; TYP AS SHOWN Y U 9000 REGENCY SQUARE BLVD. a) _. OPT. NO 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED SUITE 100, JACKSONVILLE, FL 32211 O NO. 5 BAR w! VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, 0 HEIGHT OF DOWEL = HEIGHT OF COLUMN O FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o Q) - -- ---.. -- (A 011090NO t3 I---- _ - — - - ___ _---- ---- - c+� (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) � � � 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N f •-' OPENINGS. Ji�"Ap m 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W �. LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Q �' PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET. U 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: U A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. Z B. FRAME AND SHEATH SW TO FLOOR DECK ABOVE. ATTACH w FLOOR DECK TO SW DBL TOP PLATE W/ 10d @ 3" O.C. i 0 Gi 4. HIGH UPLIFT CONNECTION: IY *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. O • SECOND LEVEL WALL STUDS STRAPPED TO FIRST 0 O LEVEL O� WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 I- OR (2) SDWC15450 @ MAX 16" O.C. O V J • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. Z 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) cn w U) -- -- - -— ------ ! Z LL U z w m J O cn L _ w w Z Q O w > 0 0 m Lu w w V o, w 0 w O X LL LL 0 0 O a z rY � O a U IL Abbott Park O U _l (n LOT 003-02-A p Q w r` U Q z_ z CD C� - -- - - - - - ---- - --- ---- _- -- - ---- -- � O PROJECT NO: W LINTEL SCHEDULE o 2020.001721 -- - -- - LINTEL - T Z DRAWN: O LINTEL NO. MAX CLEAR OPENING! COMMENTS = DESCRIPTION i KG — L-1 -- --16'-0' _ L-2 - ---- 3 -0" L-3 L-6 7 0" L-7 8" L-8 r - 1,-4„ W F U')CHKD: 8-1-32 GARAGE DOOR H EAF co - - -8 U 8 �----- -- ------ -� W W 8F-16 8F-16 SGD X U ---8F-16 REAR PORCH — ,%�,NA 8F-16 TREAR PORCH �� ••••• N� ��i -- - 8F-16--- -- --- REAR PORCH --- 00 S.,`, ,Jv C N S • F9 ,��; z _ 8F-16 FRONT PORCH_ 1 p N 8 6 8F-16 FRONT PORCH W :�' STA OF :•�� RXV ;'.i r0 N A� ��`� O 02-25-2020 p 1=- w U REVISIONS: w LL r Q No. Description Date ~ w co Q >- U (D -- cn 0 0 O Z = O U p w X ST=3 a CIA METAL CONNECTOR ENGINEERING rA