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0 'v I 0 d C9 r 6-4" 4'-8" 6'-8" R-W-1 7'-0" 4'-5" T-5" , 6-8" 6-8" 6'-8" J, 5'-0" 6-8" 6'-8" 6'-8" T-0" 1 ST IEV EL DO W EL PIA C EM ON T PIA N 1/4" = 1'-0" WHEN PRINTED ON 22"x34" GENERAL MASONRY NOTES DC1 1 • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. rn 0" LINTELS K AV BC: FILLED OR UNFILLED i cV C) LT • 8F LINTELS SHALL BE FILLED. ON O LINTELS MAY BE CAST-CRETE PRECAST LINTEL OR EQUAL. U? APEX DIMENSIONS ARE APPROXIMATE. MAX O.G. SPACING IS 6 -8 O.C., U.N.O. � N • SEE TYPICAL DETAILS FOR LINTEL INSTALLATION. 4 • MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE 0 • SPANS MAY VARY 41- 8" FOR ROUGH OPENINGS �6 DOWEL LEGEND M '00e.\ NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN -j LL- ® NO. 5 BAR w! VERTICAL BAR IN FILLED CELL '1k1/ MINIMUM 25" LAP REQUIRED, TYP AS SHOWN w J tds -6 J � NO. 5 BAR w! VERTICAL BAR IN FILLED CELL W/ MINIMUM true design studios 36" LAP REQUIRED, TYP AS SHOWN Z O �i (2) NO.5 BAR w/ VERTICAL BAR IN FILLED CELL W/ MINIMUM U) 25" LAP REQUIRED; TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. OPT. NO, 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED < SUITE 100, JACKSONVILLE, FL 32211cn o; NO. 5 BAR w! VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, C) HEIGHT OF DOWEL = HEIGHT OF COLUMN Q - e- W FRAMING KEY NOTES (CMU DG1 F- NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN o « m (SEE SHEET ST-1 & 5 FOR TYPICAL NOTES) rn U ft H090N 1. MIN (2) INTERMEDIATE JACK STUDS REQUIRED BETWEEN a > OPENINGS. J F 00 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN w LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP Q Ca PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ON DETAIL SHEET 3. ATTACH SW TO FL OOR DIAPHRAGM PER ONE OF THE FOLLOWING: } A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS U BOTTOM CHORD TO SW DBL TOP PLATE Wi 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. 0 W 4. HIGH UPLIFT CONNECTION: 0� *FASTEN EVERY STUD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. C) • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL 0") WALL STUDS w/ MSTA36 OR CS18 @ MAX 48" O.C. � (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL) L FAST EN EVERY STUD TO BOTTOM PLT w/ SP 1 ti >= OR (2) SDWC15450 @ ti914,X 16" O.C. O V J . TOP PLATE TO HDR VDU SDWC15600 @ MAX 16" O.0 Z �/w 5. FASTEN EACH BEAM TO MASONRY W/ META12 to � V ) _ w W Q _-; U) zw m ULI O CO w 0 w Z Q O W m > 0 0 0 J W W 0 w qq* w Cj� J x LL z T- O z O Q 0 w w CL z O a U w p w Abbott Park Q O U J U) U- LOT 005-01-A o Q _ w H U Q Z_ Z } (D C7 U) O PROJECT NO: W 1 2020.001715 � O LL- - ---- -- - -- -- - - Z - - p — -- — — --------- --- — -- --- DRAWN: LINTEL SCHEDULE PML o - - O- CLEAR SPAN- - LINTEL DESCRIPTION 1 -- -COMMENTS CHKD: �I��L No.. � --- ---------------- ------------ --- ------ - - x EAF w w - - - -- -------PRESTR DOOD GARAGE a J -Z - 1 t� 0 _...-- 8F-1-32 Q Q 1 U --- --- - - - 8U8 Q "�`��irtrrrr�� (n --- - - a 0 --- - ----- - L- 2'-C" - +-- 8U8 r ,�I ;�M LAND j�i,� cn - -- -- --- --- - - fi----- -- --- -- - --- { >- �� 5J . . FR �. 0 L-4 6'-0" 8F-16 m .` C E _Z -- L—v 8'-0" 8F 16 8080 SGD/ REAR PORCH N 851 'S L-6 9'-G" _ ? 8F-16 REAR PORCH W L-7 11'-8" - 8F-16 -� REAR PORCH - ---—I --- ---- — - -- ----- -I L-8 4'-8" 8F-12 FRONT PORCH 0 -0 ' 0 _ J -- - --- - - -� - --- O ST OF 4U w • (A Q �,�Si ••••, R �•• G`�`` Z NA ` 0 02-26-2020 w v REVISIONS: U- m Q No. Description Date w J O F- z Z = o U W H x w ST=3 n CI1 U/METAL CONNECTOR ENGINEERINGa