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)ocuSign Envelope ID C1150073-72E1-4C6A-B7BF - ; P-:B3 ■ R I I I I I I I I I I L-4 J I i I I i I T-0" ■ 0 I 4'-2" - -- 4-2„ I - Cn i L _6 i o o) L 5 `■ L8 T-8" 6'-8" 6'= v 4'-10" 4'-10" _ 1 s t IEV EL S'IRUC I U R i L PIA N 1/4" = 1'-0" WHEN PRIMED ON 22"x34" ST NO.2 POST, (3) _� , zo M. 00 GEi'vLERAL MASONRY NOTES �`=1 LIN i F!_S SHALL BEAR A MINIMUM OF 4" .AT EACH END as p c� Si_.! LINTELS MAY BE FILLED OR UNFILLED. o � 8P LINTELS SHALL BF FILLED 0 0 Li,0E:L.16 MA`( BE CAST-CRFTE PRECAST LINTEL OR EQUAL. z PEX 0 D!M-_NS!0NS ARE APPROXIMATE MAX O.0 SPACING IS 6'-8" O C., U.N.O � � SEF I"e s;I(".AL DE1-A-1I.5 FOR LINTEL INSTALLATION. LLI z cU MASONRY LINTEL AS NOTED, SEE PLAN AND SCHEDULE SPANS MAY VARY +/- 8" FOR ROUGH OPENINGS DO'JAEL LEGEND w NO?f=t� LLI ;,PP!.I<;ABLl- ONLY INHERE SPECIFIED ON PLAN z No. 5 BAR w! `!EF!]ICAL. BAR IN FILLED CELL W/ MINIMUM 25" LAP REQUIRED TYP AS SHOWN z LLI tds ,O , trtap design studios N r4,., F BAR v�, VERTICAL BAR IN FILLED CFLt. W/ MINIMUM Q `� LAP REQUIRED, TYP AS SHOWN 2, NO f BAR w! VERTICAL BAR IN FILLED CELL W/ MINIMUM r'J � LAP REQUIRED, TYP AS SHOWN J 9000 REGENCY SQUARE BLVD. 4) IL SUITE 100, JACKSONVILLE, FL 32211 OPT. NV 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Z 904.821.5200 p 'il NI D. 7 BAk wi VERTICAL REINFORCEMENT" AT CMU COLUMN AS SHOWN, O � HC:IC HT i_iF DOWEL = HEIGHT OF COLUMN Q � FRAMING KEY NOTES (CMU) DC1 � 0 � NO? ES APPLICABLE ONLY WHERE SPECIFIED ON PLAN (SEE SHEET 9T-1 & 5 FOR TYPICAL_ NOTES) --- - > U L 1. Gll!P! ;?j INTERMEDIATE JACK STUDS REQUIRED BETWEEN C' QQ = boa N oI'E_NINGs _ IY 2. SEE INTERIOR SHEARWALL DETAIL ON DETAIL SHEET. IN O LOCATIONS WHERE INTERIOR SHEARWALLS HAVE VAULTED TOP J PLATES, ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE ILL ON DETAIL SHEET Q 3 111-TrA-;I-I S7, TO FLOOR; DIAPHRAGM PER ONE OF THE FOLLOWING: U � AlF FLCiuF? TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS Z BOTTOM CHORD TO SW DBL TOP PLATE W/ 10d @ 3" O.C. �- 8 FRAME ANI7 SHEATH SW TO FLOOR DECK ABOVE. ATTACH 0 F L(IOR DE"K TO S N DBL TOP PLATE W/ 10d @ 3" O.C. O .J 4. HIG i _JPL!a:'1' CONNECTiON: O . '=AS , _ y EVERY S'i UD TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. z _ 3E.Ct �id'u LEVEL WALL STUDS STRAPPED TO FIRST U b'VAI_I. STUDS w! MSTA36 OR CS18 @ MAX 48" O.C. 1— (APPL!C:ABL'E ONLY w/ WOOD FRAMED FIRST LEVEL? X FASTEN EVERYSTUD TO BOTTOM PLT w/ SP 1 Uj Ir, (2) SDV,,'C ! 5450 @ MAX 16" O C. Q U) • i GP PLATE TO HDR W/ SDWC15600 L MAX 16" O.C. X W S. FASTEN EACH BEAM TO MASONRYW1 MF_TA12 Q00 Q o = z W - - -- — - --- -- LU cry LINTEL SCHEDULE - B � Q _ _ O a �. LINTEL LINTEL MAX CLEAR NO. DESCR,PTION SPAN COMMENTS COUNT 2E Q 0 Z q* W L-1 8F-1-32 16- 0" GARAGE 1 1 JUj L-2 3U8 5' - 6" 1 M 0 qq W Q -- - L-3 8 L_4 J 3' 0" 3 F- vV o ----- -- L-4 8 F -116 6' - 0" 1 r� LL g L-5 3 F -16 9' - 2" 1 Q X L-6 8F-16 7' - 5" REAR PORCH 1 — This item has been electronically signed and sealed by Justin M Lanier, � L-7 8F-16 7' - 11 " REAR PORCH 1 (a PE on the date and/or time stamp shown using a digital signature. z L-8 8F-16 1 7' - 8" REAR PORCH 1 1 O L-9 8U8 4- 6 1 z o U ~ z Abbott Park w �- _ . -- --- Q LOT 006-02 w LINTEL SCHEDULE - D U LINTEL Df- �� RILETION MAX ASPAN AP COMMENTS COUNT i o PROJECT NO. I- 2020.004116 z L-1 8F-1-32 16'- 0" GARAGE 1 _ 0 t3 V ' 5 - 6 1 DO DRAWN: LLB L-2 8 i _ L-3 8U8 3' - 01' 5 CHM) L-4 8F-16 6' - 0" 1 _7 EAF O L-5 8F-16 9' - 2" 1 L_-6 8F-16 7' - 5" REAR PORCH 1 LO U) L 7 8f--16- REAR PORCH LANi'.,., L1J L-8 3F- ! 6 7' - 8" REAR PORCH 1 No 85166 DocuSigned by: r�nn .< V 67 DEF4j5 S T° •: �� • Q �0 N Ajj E.�. co 06-08-2020 O z REVISIONS: No. Description Date J — - LLI cn --- Lu LU - - J Q -- U U) H O ST=3 z O 0 GMU METAL CONNECTOR ENGINEERING