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00-0061-021 i i ' f I 1 i i - lY 5' • REVISIONS By I y 1 Z U PROVIDE CLEANOUT STD.NO.8 LADDER-TYPE OPENING TO INSPECT imrz GALV.STEEL JOINT REINF. a 10d NAILS a 4' Z WALL REINF.,SEE PLAN WALL REINF,SEE PLAN Z REINF. 4 GROUT FILL, EVERY OCHER COURSE. EL. +10'--1' o Pl TYP,AT FIRST COURSE EXTEND REINF.A MIN.OF BEYOND L 4X 4 X I/4X 4' INTO TIE COLUMNS. S' 51/2' W/2. BOO X 12' W S' LOAD-BEARING CMU WALL, SEE SECTION II WELDED ANCHORS SEE PLAN FOR REINF. EL. +9'-11' Z EL. +10'-1' 4 W TOP BARS SEE PLAN 3/4' ;n 3' EL. +10'-1' Q P X 3 I/4' 3 _EK o TAPCON 741/4. GREW6 a I.J. _ sI WELDED WIRE FABRIC - '�' 2' •� m FILL W/CONC.GROUT N a M tYl (y_ O o � _" U ® o • v PROVIDE 30 a ° EL. SEE PLAN I I BOTTOM I/8' 3' EL. +10'.7' LBS FELT 0 —x—X-+-x—X EA,WAY EL. +10'-4' PAPER y W 00 �4 a 12' BOTTOM SEE SECTION 1 W _ 3� 1/4'X 3 I/2' WIDE 0) _ �3 a 12' TEMP. 2B-� ° _ - x L I I-� 28-1 'AMERICAN FLOOR' TB 1/8' 2' EL. +10'-1' BENT f!?W/2-1/2'0 o N EL +10-4 T14ROUGH BOLTS INTO TRUSS WALL F G, o 0 o EL. +S'-2' 28-3 o SYSTEM '- ' s 1/8' 2' AND 1-1/2'�CSX 6' r - III=III=III-i ,ALL Fri., �. 3' cL I I=—_— III=III=III=III- SEE 5CU>=nULE 8' 1'-10' 8, EL. +8 2 EL, +9'-2' ° LAG SCREW INTO BM. - - 3, _ fj O N a 1�, - 2 ~ ® O = IN. L i O r -STD. HOOK FC BEYOND L5 X 3 X I/4 X 4'a - ' WIDTH _ VISQUEEN (SEE PLAN) 4 W/I/2'fZSX 7' 4 'AMERICAN FLOOR' ® EL. +9'-2' 11/2' N Q ^ O W WEDGE ANCHOR SYSTEM I/2 (n 0 O W ti r - COMPACTED FILL TRUSSES WOOD rB 'AMERICAN FLOOR' a SECTION 1 SYSTEM 12 w 0 `% W o to SECTION 5 6 5/s' 'CDX' _ ° .. O W 3/4' = 1'-0' SEE SECTION 13 W W WALL INF.,SEE PLAN FOR ADD'L INFO. i 8d HAD.W/a Z ' -I 3�4„ = 1'-0" S ECTI 0 N , LS � La S SECTION O N 12 3/4' : 1'-0' 3/4' = I'-0' _ Z Q = X o Q 5/8' 'CDX' PLYWOOD SHEATHING Z 4 NAILED TO EA.SUPPORT W/Sd EL. +19'-9' O W W 0 NAILS a 6' AND 10d NAILS a 4' 8-16d NAILS I 0 w U /-103 am a EDGE STRIP 3'-8' WIDE, 1 O W LW 7 TYP.ROOF DECK O o SEE SECTION 7 12 PREFAB WOOD TRUSSES a 24' o 8' CMU WALL BEYOND 6 4 X 12 W/2 X 6 TOP CHORD o 2 X 6 T. 4 G.WD, WOOD BM. 8 3 I/2' EL +10'_7 DECKING W/2-16d y WELDED WIRE FABRIC EL. +10'-4' • NAILS a EA.SUPPORT •I I J / 2'-4' c S10311H021b ®® t � ® - I W SLOPE DN. � o K y+ qznzmm x----x--x---x---x--x-- TB Ill U E, 112 WALL REINF.,SEE PLAN ® • EL. a °'` o EL. +g 2 TB 0 - = II I y - o (SEE PEN • PREFAB WOO TRUSSES (SEE PLAN) D RU ES 24 W I=I = _ 'AMERICAN FLOOR' W/2 X 6 TOP CHORD 3 CLR I I=I I= III=1 I 11=1 — 1/4' 0 X 31/4' 'TAPCON' SYSTEM I 4 X 12 IUJI©ITN III III i I-I MONOLITHIC WALL FOOTING SCREWS a 12' ® 3 14'GA.X 1' STEEL STRAP SEE SCHEDULE 10d NAILS a 4' a 21-01 4 SEAL BY 'HUGHES',N0.OTC 5/8'25 THROUGH COMPACTED FILL 2-V4 WELDED BOLT 8-16d NAILS STIFFENER 1E W/4-100 NAILS INTO SEAL. 4 X 12 m 4 SECTION 2 5/8' 'COX, PLYWD. ® c0 EL. +II'-0' 3' APART SHEAR CAPACITY PERPENDICULAR 0 ' SEE SECTION 12 12 t0 WALL= 1310 LBS.pApE y COUNTY PRODUCT APPROVAL S ECTI SECTION 9 3/4` = I'-0' (� EL. +10'-7" 8' X S'CONC.CAP "94-0328.02 3/6'X 5 1/2' � 2 X 6 T. 4 G.WD. �' I W/2 -S CONT. SEE CONNECTOR SCHEDULE FOR NAILS GUSSET E a COL,DECKING W/SUPPORT i f • r 2' 3/4' = I'-0' o INTO STRAP AND UPLIFT WELDED TO fE -5/8'fd THROUGH NAILS a EA.SUPPORT •11 J I I 8 0 3 X 8 a 24' X 4'-6' CUT 1 1/2" CAPACITY. Q 'U''I� a TOP TO RECEIVE BOLT W 2 X 6 T. 4 G.WOOD PLAN 3/8' X 5 I/2'GUSSET - ^ o ` - o DECKING a OVERHANG ft IN 1/2 KERF o SHAPED 3 I/2' 'L' �4 S ECTI O N 13 r� W 8' CMU WALL BEYOND • SEE SECTION 8/6-3 z o TOP BARS, SEE PLAN TB 28-5 3/4' = 1'-0' (- I I/2' 0 t WELDED WIRE FABRIC 'AMERICAN FLOOR' S75tEM I Q U o d EL. +8'-2' • CONT.2 X 8�P.T.WD,I LS X 4 X 1/2X12' EL. +10'-7' I-+� I 1 �' U EL. +0'-0' BOLTS a 24' J ANCHOR W 12- 3/41� X 8 1/2' a 3, 1 111 -� m N y1 " R _ i i 3 1 11 V x-x x x-x-x 2-0 'HUGHES' HANGER UH26, WEDGE BY 'REDHEAD' 3 /- 'tRUBOLt' W/6 I/2' EMBEDMENT _ p.C.P.A.N0.95-1023.03 4 1/2� 3� ' 4� i/2'� CONT.4 X 12 � 3' 4 X 12 X—X—X--X-�E W ILI-III- _ _ 51/2 W a �' o -I III I,I I 1=. I SEE PLAN) PREFAB WOOD TRUSSES a 24' N EL. +9'-2' 4- 5/8'f6 THROUGH 11/2"— _ j,J_ W -1[ 1117711 BOLTS,COUNTERSUNK ; o - _ _ __ 3 X 8 OUTLOOKERS SEE SECTION 13 Pl Z- 5/8"/a'1 HROUGH 11/2' -�-� W —III T I—III I I—I I—I I a 24',CUT 1 1/2' 2 112 3'CLR I I—I 11=III--III I I--�I I BOLTS I w L Z -III-I i I-I t I-I I I i I a TOP TO RECEIVE 1 1/2� 9' 1 112' 2B.g 'AMEi�+CAN FLOOR' r 1� W LL = SEE SCHEDULE SYSTEM o WIDTH 2 x 6 t. 4 G. a OVERHANG 1'-0" EL, +S'-Y ELEVATION o al COMPACTED FILL SECTION 6 CONNECTION 3/4' = 1'-0' ON AT 3/8' X 5 1/2'GUSSET f�IN 1/2'KERF a �-�-L ? � S CONC.COL.BEYOND INTERIOR COL. W SECTION 3 CONNECTION AT o o ( 5 3/4` = 1'-0' CORNER COL. 0 o u° 51/2' SECTION 10 S ECTI O N 14 cn z o Z o o 1 WALL REINF.,SEE PLAN 3/4' = 1'-0' J_J_ z � Z ® } a 1/4' X 5 I/2' X 'f I/8' � o STEEL GUSSET �Ii� Z Q IN 3/8' WIDE PI BEYOND A 3/8' X 5 1/2' X 5 1/2'BASE t (l! ck' SEE SECTION I 12 U N 1 R 3 am EL. +10-0 WELDED TO GUSSET ft- 2 s �O ( U Z a EL. +10'-I` 5/8' 'COX' PLYWOOD v _ Vr W 11/2' 4'GA.X 1' GALV,STEEL STRAP 31 1' 2 X 6 T. 4 G. BY SEMCO N0,RTPGA820, W Z WD.DECKING TWISTED,W/6-16d NAILS INTO .__ __ 3 X S.D.C.P.A.NO.95-0818,13 EL. +10-4 • EL. +10'-1' • ° 3 X 8 a 20',CUT 11/2' W EL. +19'-9' �, _ At COP TO RECEIVE it THROUGH BOLTS • T. 4 G. 3� Z 3' I F30tTOM PREFAB WOOD TRUSSES a 24' 04 REVERSE m I WELDED WIRE FABRIC EA.WAY 2 W/2 X 6 COP CHORD w X 10 LAG H 'AMERICAN FLOOR' SCREW EL. +Il'-5' SCREWS 1 3/4' 'TAPCON'D 70AE)DIL �-2 2B-6 I EL. +9-2 ANCHOR 11 SYSTEM Q o W.WF. EL. +0'-0' 6' 25 12 +S'-2' 12' o ° EL. +8'-2' W MODEL A 5 'OTC' STRAP a LOT 1 "AMERICAN FLOOR' 3' TRUSSES,SEE SECTION 13 / o •¢ ° E.VARIES /x� III—III— I I SYSTEM I 3' CONC,COL.BEYOND i SCALE �� -I I=1 I- EL. +s'-2' d ALE 3/� = -o x-x-x-x-x x-x-X--x X I/4' X 6' X 7 3/4' STEEL � 1 I/2 4 X 10 SEE SECTION 14 0 I I II i t I I IIiII I I I fP W/2- 1/2'0 x 3' 2 - 518' o i� WELDED HEADED ANCHORS THROUGH BOLTS P1 BEYOND,TO I FOR SIMILAR CONNECTION j CHECKED BY OF o BE INSTALLED AT BEAM-COL. 0 =I I=I I=I I AFTER 28-8 15 TWO WEEKS OLq mi DRAWN BY Lo -III—III—III VISQUEEN U � I-III-III- 1/4' X 4' WIDE STEEL Pi � -I I I=I I I-I I I -24 PLATE W/3' LEG EMBEDDED DE LOS R E YE S DATE 02/0 I/0o W I—III—I I_ IN BM., IN 3/8'WIDE KERF E N I N E E R I N�, I N C. W N W STD HOOK SECTION 7 2-3� CONSULTING STRUCTURAL ENGINEERS JOB 9Q28 SEE PLAN HECTOR DE LOS REYES, P•E• d- x 3/4' - 1 -0' S ECTI O N 1 1 FLORIDA CERTIFICATE NO. 33112, E8 NO. 6705 a SHEET m SECTION 4 3/4 - 1 0 ..+ECTI 0 N 15 7184 S.W. 47 STREET, MIAMI, FL, 33155 z W 3/4' = 1'-0" TEL: (305) 665-2778 FAX: (305) 665-2793 ty �` _ E-MAIL: DELOSREYES®CAMAWEB.COM � m r W u OF SHEETS y W i sr v ' ; ryl , 33111 » 1 .S . pry ARCH. N° 7 7 1 2