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DocuSign Envelope ID. 2E671803-6B424619-8D62-07520608B598 IL 9 CV in T-8" MM 4'-10" ,, 4'-10" mil M 7'-0" 6'-8" 6'-8" 6'-8" 6'-2" 5'-5" 6'-8" 6'-8" T-0" 1st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" T-0" 0 M cV rh GENERAL MASONRY NOTES DC1 U 0 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N E • 8U LINTELS MAY BE FILLED OR UNFILLED. N O • 8F LINTELS SHALL BE FILLED. ti • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. p • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. z o • A SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. PEXU • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE W • SPANS MAY VARY +/— 8" FOR ROUGH OPENINGS z C � s� MASONRY LEGEND 00 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN LLI ds I/+I ------ .......... W INDICATES GROUT FILLED CELL WITH NO REINFORCING z_ NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM W 30" LAP REQUIRED, TYP AS SHOWN Q true design studios 0 (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 30" LAP REQUIRED, TYP AS SHOWN O ❑ OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED —j 9000 REGENCY SQUARE BLVD. N L SUITE 100, JACKSONVILLE, FL 32211 = ❑o NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, z 904.821.5200 p HEIGHT OF DOWEL = HEIGHT OF COLUMN :0 FRAMING KEY NOTES (CMU) DC1 Cb NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN 6 O Cf (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) >Ix 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N 01HOMON' OPENINGS. U 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 O 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. z (D 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: O • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. j • SECOND LEVEL WALL STUDS STRAPPED TO FIRST z This item has been electronically LEVEL = signed and sealed by Justin M Lanier, WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. U sh on the date andtime stamp shown using a digital signature. (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) W Printed copies of this document are FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 F" not considered signed and sealed OR 2 SDWC15450 MAX 16" O.C. nd the signature must be verified ( ) @ W by a 3rd Party Certificate Authority • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. C �n any electronic copy �^ 5. FASTEN EACH BEAM TO MASONRY W/ META12 ¢ LU V J � � W } m o = Z W - - ---- W O Cn LINTEL SCHEDULE z O LINTEL LINTEL MAX CLEAR COMMENTS W NO. DESCRIPTION SPAN W- - - - - - L-1 8F-1-32 16' - 01, GARAGE � J W L-2 8U8 5 - 6 M Uj ¢ L-3 8U8 3' - 0" -- _ U L-4 8F-16 6' - 0" V-- L-5 8F-16 9' - 2" ¢ ►� L-6 8F-16 7' - 5" REAR PORCH X L-7 8F-16 7' -- 11- " REAR PORCH - - -- L-8 8F-16 7' - 8" REAR PORCH 1 O L-9 8U8 4' - 6" 0 ELEV B & E z U ~ z Abbott Park IX a x W -- U_ a- LOT 031-02 W U 0 W PROJECT NO: Q 2021.011083 z DRAWN: KAS W CHKD: MJ P LL- O O u') U) `,11111111111��, �•.��c E N, ' ¢ * : OoMgi� ed by: • • :' STATE OF •�/� i 3F4671D C¢E U) 09-17-2021 (D z REVISIONS: No. Description Date U) W W -- U U) I- O ST=3 O CMU/METAL CONNECTOR ENGINEERING