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I DocuSign Envelope ID: 4494450E-FF74-44A2-BCD1-E858947E9096 I ib T-0" - 6'-8" 6'-8" _ 4'-10" - 3'78„- L-2 V41 T-8" 5'-8" 4'-8" 5'-10" 1 st LEVEL STRUCTURAL PLAN 1/4" = 1'-0" WHEN PRINTED ON 22"x34" 6'-8" / 6'-8" ` 6'-8" I � O I I I I I I I I I i - I I I -�" L— __ _=J I -L-2 --- �� — l - - , T-8" 31-2" �K-- F 6'-8" �, T-8" 3'-8" 6'-8" L-1 4'-0" ■ __ ...__I ■ ■■ DL-8 1 6'41' 7' 0" GENERAL MASONRY NOTES DC1 U • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. N U • 8U LINTELS MAY BE FILLED OR UNFILLED. N o • 8F LINTELS SHALL BE FILLED. N O • LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. � APEX • DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6' 8" O.C., U.N.O. (V c� • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. It I N • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0 • SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS - -- N 5 MASONRY LEGEND M NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN _ � P L NI INDICATES GROUT FILLED CELL WITH NO REINFORCING LLI J t S NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM J true design studios 30" LAP REQUIRED, TYP AS SHOWN 5 Z Q (2) NO. 5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM 0 30" LAP REQUIRED, TYP AS SHOWN Y U 9000 REGENCY SQUARE BLVD. � Ej OPT. NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211 O LEI NO. 5 BAR w/ VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, p HEIGHT OF DOWEL = HEIGHT OF COLUMN O FRAMING KEY NOTES (CMU) DC1 NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o N (SEE SHEET ST- i & 5 FOR TYPICAL NOTES) M D.R.H 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN N • , i OPENINGS. m 'I 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN W LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP W PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE < s ON DETAIL SHEET. 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. (D W 4. HIGH UPLIFT CONNECTION: W • FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. 0 • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL 0') WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. rL (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) IT FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 ti OR (2) SDWC15450 @ MAX 16" O.C. Z O U) • TOP PLATE TO HDR W/ SDWC15600 @ MAX 16" O.C. U j 5. FASTEN EACH BEAM TO MASONRY W/ META12 U) - W W Z W LLM Z W m VJ iJ 0 LU w Z aC 0 W W LV W 0 J W O W X L Z U_ O _ T has been electronically signe sealed by Justin M Lanier, Z O I— PE on the date and/or time stamp shown using a digital signature. Q O Printed copies of this document are not considered signed and sealed W I— il and the signature must be verified by a 3rd Party Certificate Authority Z O on any electronic copy d U L_ p Abbott Park W Q O J U U) — — U_ Q LOT 032-03 D -- - W U Z Q rn rn � co - -- - - PROJECT NO: W - 2021009227 .0 LINTEL SCHEDULE i LINTEL Z DRAWN: LINTEL NO. MAX CLEAR OPENIP�G DESCRIPTION COMMENTS U CD 8 - C) W CHKD: L0 L-2 T-0" L-3 6'-0" L-4 8'-0" L-5-- - 8' 8" - L-6 T-0" L-7 - T-8" -- L-8 1'-4" --- L-9 4'-4" _ L-9.1 4'-4" L-10 8F-1-32 GARAGE DOOR X MJP U) 8U8 W W 8F-16 CL Q 8F-16 SGD Q X `tttttt�i�t►�� U 8F-16 — REAR PORCH _ < JSJIN• LA& �i U) 8F-16 REAR PORCH �� J •.•�G E N S •• 9 �i� Ur 8F-16 REAR PORCH m • �' F.•' 8F-16 _ FRONT PORCH 0 Na 85166 ; :* W 8F-8 FRONT PO_RCH(ELEV A) Z oocogned by: 8F-16 FRONT PORCH(ELEV B,E&F) �'L3 • Ci 8F-16 WINDOW(ELEV F) O %� Ar E OF _- ..- ----- - W 'O�• 3F4671DAC R,3P �� W Z S ONA, �; o U) O 07-29-2021 f-- W U REVISIONS: U_ - -- - � No. Description Date -- w Q � U 0 -- U) O o o Z ---__ o U L1j I- X ST=3 W a CMUIMETAL CONNECTOR ENGINEERING¢