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i )oc,j�ign Envkpe ID: 80F120FA-2DA7-4870-B30E-7E4F D I I It IJ 0 dd a+' 11 4 i 0" 6'-8" 6'-8" 6'-8„ ■ ■ 8'-0" - 4'-5" 3'-5" / -- S LEVEL STRUCTURAL PLAN ✓HEN PRINTED ON 22"x34" I ■ 6'-8" 6'-0" 5'-4" - 4'-8" 6'-8" 6'-8" --- - 7 -0' - ■ ■ Li ■ ■ I 6-8" - - 6'-8" . 5'-0" , 6-8" 6 8" �� 6-8" - - - T-0" — co T GENERAL MASONRY NOTES DC1 U M E • ALL LINTELS SHALL BEAR A MINIMUM OF 4" AT EACH END. rn O 3U LINTELS MAY BE Fit -LED OR UNFILLED. cli o 0 cy • 8F LINTELS SHALL BE FILLED CD O LINTEL`._, MAY I3E CAST-CRETE PRECAST LINTEL OR EQUAL. I L0 APEX c « DIMENSIONS ARE APPROXIMATE. MAX O.C. SPACING IS 6'-8" O.C., U.N.O. 00 SCE TYPICAL DETAILS I -OR LINTEL INSTALLATION. Iq CD M/-,,SONF?Y Lill'T"EL,1S NOTED, SEE PLAN AND SCHEDULE tv -PANS MAY VARY + 8' rOR ROUGH OPENINGS r�OV'JEL LEGEND M NO'. ES APPI.I(3ABLE ONLY WHERE SPECIFIED ON PLAN _ � ■ NO. 5 BAR ,��; VERTICAL BAR IN FILLED CELL W/ MINIMUM W 25" LAP RE'QUIRF D, T'YP AS SHOWN J t s J c) NO. 5 CHAR w, VERTICAL BAR IN FILLED CELL W/ MINIMUM > ; r tic, cie^ sj studio's 36" LAP REQUIRED TYP AS SHOWN Z (2) NO 5 BAR w/ VE RTIC.AL BAR iN FILLED CELL W/ MINIMUM i O 25" LAP REQUIRED, TYP AS SHOWN U 9000 REGENCY SQUARE BLVD. OPT NO. 5 BAR APPLIES ONLY IF OPT OPENING INSTALLED Q SUITE 100, JACKSONVILLE, FL 32211 NO. 5 BAR w" VERTICAL REINFORCEMENT AT CMU COLUMN AS SHOWN, j CD � HEIGHT OF DOWEL = HEIGHT OF COLUMN CD FRAMING KEY NOTFSCMU) DC1 ! Iw- CT - NU 1*LS APPLICABLE ONLY WHERE SPECIFIED ON PLAN 0` 0) ;SEE SHEET ST-+ & 5 FOR TYPICAL NOTES) > r a) rn -1. PAIN (2` INTERkv1F_D1ATE JACK STUDS REQUIRED BETWEEN I o � ♦ ` bog& , OPE'NINOS. co JEE INTLRIGn S{IEARW'ALL DE -TAIL ON DETAIL Si IEE:T. iN W LOCATIONS VVHERF. INTE RIOR SHEARWALLS HAVE: VAULTED TOP < PLATES ALSO SEE INTERIOR SHEARWALL AT VAULTED TOP PLATE Q 'C0 ON DETAIL SHEET. '^J vJ 3 ATT'ACII SW TO FLOOR DIAPHRAGM PER ONE OF THE FOLLOWING: } A. IF FLOOR TRUSS ALIGNS ABOVE SW, ATTACH FLOOR TRUSS 0 BOT i OM 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 UP LIFT CONNECTION Of . FASTEN FVEP.Y STUD 'TO TOP PLT w/ SP2 OR SDWC15600 @ MAX 16" O.C. o • SECOND LEVEL WALL STUDS STRAPPED TO FIRST O LEVEL WALL STUDS w•/ MSTA36 OR C318 @ MAX 48" O.C. ~ (APPLICABLE ONLY w/ WOOD FRAMED FIRST LEVEL)U-) >= FASTEN EVERY STUD TO BOTTOM PLT w/ SP 1 OR r2_) SDWC15450 @ MAX 16" O.C. Q . TOP PLATE TO HDR VJU SDWC i 5600 @ MAX 16" G.C. Z uj 5. FASTEN EACH BEAM TO MASONRY W1 META12 � ! w ry — — --- - .. ----- -- Z U) Z ULI ® co nI v J w w w L 0 > Q z 11J a w 0 0 J w w 2E LLJ W O Cy— X z z z O O Q 0 r)" w O I-_ a_ z 0Y w O CL U w Q w � J Abbott Park Q O 0 I cf) u_ LOT 015-02 0 I- Z z U) PROJECT NO w 0 2020.005372 LL -- - - -- --- z O _.-------- -- - ------ DRAWN: 11 LINTEL SCHEDULE v °O o ----- W CI{KU Ln LINTEL NO CLEAR SPAN LINT EL DESCRIPTION j COMMENTS X EAF U) _ W w PRESTRESSED GARAGE 0- L-1 8F-1-32 I DOOR Q U -- L-2 3 0" _ 8U8 -- Q ♦�`��ti��t�i�� c!) 0' 8U8 ��. JS(IN. L,gN��i'' cn L-4 , 6 U" 8F-16 -- - co•• SF•.,• z -- -- _ L-5 8F-16- i 8080 SGD/ REAR PORCH 0 ------- - N 8 5 jj 6 6 8F-' REAR PORCH z = * : LocuSigned 61/� L-7 11 -8" - - 8F-16 REAR PORCH 0 -- - - - -+- L-8 4 8" 8F-12 FRONT PORCH (ELEV A) O Cr L-9 4-8" 8F-16 FRONT PORCH (ELEV B,E,F)' W 41 r - - --- - - Q7�Ip �s�35... Z � SS •.. .•• � _ N M- O 07-02-2020 0 U) U REVISIONS: w LL = Q No. Description Date w U) < — Q 0 O - cA O F_ O ----- Oz z - O z � U W I- X W ST=3 n Q CMUIMETAL CONNECTOR ENGINEERING