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)ocuSign Envelope ID: 54C2A7F5-648B-4BDD-AB94-3AF9820141D7 0 0 1'-4" ,, 8'-0" 4'-5" ,, 3'-5" ,, 6'-8" - - 5'-0„ T-0" 6'-8" 6'-8" , 6'-8" _.. ... 6'-8" _... .._. 6'-0„ 5'.4" 4'-8" 6'_8„ 6'-8„ _ ................T7.0"— - --- -- - _ .... _ .. - 1ST LEVEL DOWEL_PLACEM 1/4" = 1'-0" WHEN PRINTED ON 22"x34" ENT PLAN GENERAL MASONRY NOTES DC1 ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. 8U LINTELS MAY BE FIL ED OR UNFILLED U 0 mW\0 • L N O j . 8F LINTELS SHALL BE FILLED. • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. N APEX• O DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6-8 O.C_ U.N.O. 00 N SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE CD 0 SPANS MAY VARY +/ 8" FOR ROUGH OPENINGS ca _.._..._. _ -. __. N .._..-._.... _ _ _ _......_...._...._._.........._.._..............._.__ _ MASONRY LEGEND cNr, NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN --3 III ........... ._ _ ILL J INDICATES GROUT FILLED CELL WITH NO REINFORCING W J � ■ NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studies 30" LAP REQUIRED, TYP AS SHOWN z O ,v (2) NO. 5 BAR wl VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED. TYP AS SHOWN Y 9000 REGENCY SQUARE BLVD N Q SUITE 100, JACKSONVILLE, FL 32211 OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED ch p NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, O HEIGHT OF DOWEL = HEIGHT OF COLUMN C) T_ Vj C FRAMING KEY NOTES (CMU) DC1 2 �_ cy NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0 IRHOIgo ....__........_.___ ..........__ (SEE SHEET ST 1 & 5 FOR TYPICAL NOTES) 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN o e ' OPENINGS. mhw 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. Z) 3. ATTACH SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: 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. U' W 4. HIGH UPLIFT CONNECTION cr_ • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. r (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) LO FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR (2) SDWC1545U @MAX 16" O.C. b V ) • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. z W 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) W ... - - - ... --- - -- . .. ................ ..... w LLB U) ■J Z W W O w � w Qw z > W m W o W J W 2 W W o � x z Q `- O z O ww O 1-- z o a U LL Q W O J cr_ Abbott Park O U W u- LOT 011-03 0 -----------........._... __. __ w 0 Q z z OPROJECT NO, LU —j 2021.003507 0 O IL z O ....._.— .. -_ _..- -- U DRAWN:8 O = LDG LINTEL SCHEDULE -___---------.____ W CHKD LINTEL NO. CLEAR SPAN j LINTEL DESCRIPTION: COMMENTS X MJP W W PRESTRESSED GARAGE L-1 16'-01, 8F-1-32 DOOR Q U —--------- L-2 3 -0 8U8 , t ,,''` _. ----- -.— ..._ - ... _................. ---.................. _...._........... �� L-3 2'-0' susJ�-�1N �-gl*vj��,�� cn - - L-4 6-01 8F-16 00 �� NSF 9 �'� z .. . L-5 8'-0" 8F-16 8080 SGD/ REAR PORCH p L-6 9'-0 I 8F-16 REAR PORCH I= I = N UOCU1 11 •• — _ . _ -- --- . z _ * 9 L-7 1 V-8 8F-16 REAR PORCH Q ------------._------- +.._.......... ... L-8 4'-8 _ 8F-12 FRONT PORCH (ELEV A) 0 L-9 I 4'-8" 8F 16 FRONT PORCH (ELEV B,E,F) W iF ` z ,,� ••/6��1;6�bEF435..z �r��NA W i �`�� Q 0 03-26-2021 0 H w U REVISIONS: w w No. Description Date w O f- _1 O O -- Z zl -....... ............................... --.--- -- -- --- - ' O Q 0 w X w ST=3 a- CMUIMETAL CONNECTOR ENGINEERING