Loading...
HomeMy WebLinkAboutS-501 - WALL SECTIONROOF, SEE PLAN I T 12 13 14 ` [3) A.1 TA PARAPET LVL w000 oInPHRncM 6$' - 10 3/4" ISCHEDULE PARAPETL 61 1/4" V PARAPETL 2 T.O.ROOF:+5S-6" BEAR WALL, 64' - 1 1/4" 2X10'S, SEE PLAN CONCRETE SLAB, SEE PLAN _ _ _ PARAPET LVL 1 � SEE PLAN _ BEAR WALL, CMU WALL, CMU WALL, 60' - 11 1/8" V SEE PLAN SHEATHING. SEE WOOD DIAPHRAGMSEE PLAN SEE PLAN SHEATHING SHEATHING. SEE WOOD—SHEATRING. SEE W OD DIAPHRAGM " --SHEATHING. SEE SCHEDULE DIAPHRAGM SHEATHING EDULE SHEATHING SCHPnit E _ _ WOOD DIAPHRAGM _ ROOF LVL - , ROOF LVL SHEATHING SCHEDULE ROOF Loop 55' - 11 1/2" �1 — — — TM — — — 55, - 11 1/2" V — — 55' - 11 1/2" V T.O.ROOF TRUSS BBz y Y yy y y T.O.ROOF TRUSS �_ T.O.ROOF TRUSS 55'- 10 3/4" 55' - 10 3/4" 55' - 10 3/4" SEE PLAN OPEN WEB TRUS OPEN WEB TRUSS, OPEN WEB TRUSS, OPEN WEB TRUSS, SEE PLAN SEE PLAN I SEE PLAN SEE PLAN BEAR WALL, PCL WALL, SEE DEAN CMU WALL, SHEAR WALL, SEE PLAN HEADER, SEE PLAN / SEE PLAN SEE PLAN 11/2"GVPCRETE CMU WALL, 11/2"GYPCRETE SEE PLAN r 1 1/2" GVPCRETE TOPPING,SEE PLAN 1 1/2" GVPCRETE / TOPPING,SEE PLAN TOPPING,SEE PLAN SHEATHING. SEE WOOD TOPPING,SEE PLAN / SHEATHING. SEE WOOD DIAPHRAGM SHEATHING SHEATHING. SEE WOOD DIAPHRAGM / SHEATHING. SEE W OD DIAPHRAGM DIAPHRAGM SHEATHING SCHEDULE 5TH FLOOR PLAN n SHEATHING SCHEDULE _ SHEATHING SCHED LE = 5TH FLOOR PLAN n _SCHEQ = 5TH FLOOR PLAN n 44'_6" V 44'_6" V T.O.TRUSS-5 �� �� T.O.TRUSSS T.O.TRUSS-5 - 3 3/4. OPEN WEB TRUSS, _ SEE PLAN OPEN WEB TRUSS, 44 3 3/4" OEEN WEB TRUSS, 44' - 3 314" OPEN WEB TRUSS, PLAIN SEE PLAN SEE PLAN x SEE PLAN BEAR WALL, PCL WALL, SHEAR WALL, SEE PLAN —CMU WALL, SEE PLAN SEE PLAN SEE PLAN HEADER, 1 120 GYPCRETE LAN SEE PLAN CMU WALL, SEE —1 1/2" GVPCRETE 1 1 2PGVPCRETE TOPPING,SEE PLAN 11/2"GVPCRETE TOPPING,SEE PLAN TOPPING,SEE PLAN SHEATHING. SEE TOPPING,SEE PLAN SHEATHIdING. SEE WOOD WOOD DIAPHRAGM SHEATHING. SEE WOOD DIAPHRAGM SHEATHING. SEE WOOD DIAPHRAGM DWPHf�AGM SHEATHING SHEATHING SCHEDULE 4TH FLOOR PLAN n SHEATHING SCHEDULE — SHEATHING SCHEDULE — 4TH FLOOR PLAN -SCIworm 11 r_ 4TH FLOOR PLAN 33'-101, V — — pp 33'-10" 33'-10" T.O.TRUSS4 �BB2 II� T.O.TRUSS-0 T.O.TRUSS-4 OPEN WEB TRUSS, 33 - 7 3/4 OPEN WEB TRUSS, SEE PLAN OPEN WEB TRUSS, 33' - 7 3/4" OPEIJ WEB TRUSS,33' - 7 3/4" SEE PLAN SEE PLAN K SEE PLAN SEE PLAN PCL WALL,, BEAR WALL, SHEAR WALL, SEE PLAN —CMU WALL, SEE PLAN / SEE PLAN SEE PLAN HEADER, 1 1/2"GVPCRETE CMU WALL, SEE PLAN TOPPING,SEE PLAN SEE PLAN 1 1/z" GYPCRETE 1 1/2"GVPCRETE 112"GVPCRETE / TOI NG,SEE PLAN TOPPING,SEE PLAN SHEATHING. SEE TOPPING,SEE PLAN / SHEATHING. SEE W000 WOOD DIAPHRAGM SHEATHING. SEE WOOD DIAPHRAGM /SHEATHING. SEE OD DIAPHRAGM SHEATHING 3RD FLOOR PLAN SHEATHING SCHEDULE 3RD FLOOR PLAN SHEATHINGSGHEDC DIAPHRAGM SHEA ING SCHEDULE 3RD FLOOR PLA� SCHEDULE _ — — 23' - 2" — — — 23' - 2" — 23' - 2" T.O.TRUSS-3 �eBz T.O.TRUSS3 T.O.TRUSS-3 77 22 - 11 3/4 OPEN WEB TRUSS, SEE PLAN OPEN WEB TRUSS, 22 - 11 3/4 OPEN WEB TRUS 22' - 11 3/Q" OPEN WEB TRUSS, SEEP SEE PLAN SEE PLAN SEE PLAN PCL WALL, BEAR WALL SHEAR WALL, SEE PLAN < CMU WALL, SEE PLAN SEE PLAN CMU WALL, / SEE PLAN HEADER, SEE PLAN SEE PLAN 2" CONCRETE TOPPING, r 2" CONCRETE TOPP NG, 2" CONCRETE TOPPING, SEE PLAN SEE PLAN TOPPING, SEE PLAN SEE PLAN HOLLOW CORE PLANK, HOLLOW CORE PLANK / HOLLOW CORE PLA K, HOLLOW CORE PLANK, —SEE PUN _ 2ND FLOOR nE may_ _ _ E _ _ 2ND F12OOR n ,zE _ _ 2ND F12OOR n T.O.STEEL-2 BBz, T.O.STEEL-2 ICF WA L, .. ..• 11'L_" '-: SEBB2, 11'-4" SEE PLAN T.O.STEEL-2 PCL WALL, 11' - 4" SEE PLAN BE M ICF, CMU WALL, i -CMU WALL, SEE P N + SEE PLAN SEE PLAN ICE WALL, SEE PLAN S.O.G, S.O.G. —S.O.G, S.O.G, —SEE PLAN 1ST FLOOR PLAN SEE PLAN SEE PLAN _ _ 1ST FLOOR PLAN SEE PLAN _ 1ST FLOOR PLAN _ 0,_0�, — — _ _ -_ — — 0,� — _ 01 IC F STEM WALL, CONCRETE STEM WALL, CONCRETE STEM FDN ICF ST M WALL2.T.O.FOOTING SEE PLAN SEE PLAN WALL, SEE PLAN -0' _ Q^ 1 0' _ 6" a -� %.O.Fi FoonnlG, T.O.FOOTING POOTINSz�� 0' - 8" SEE PLAN _ _ -0' - $" � SEE PUN_: — — — — — — — — T.O.ELE. sE�PII�N���/// $,_0„ A T.O.SUMP PIT -0, _ 6„ 1 SECTION s-501 3/16" - 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ((�� `�vmlUllBnrJnla.1�L x DATE: 07/22/19 2 SECTION s-501 3/16" - 1'-0" 3 SECTION s-5o1 3/161 - 1'-U" BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base-4.aorn RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: �'..G it Cr: p\Bi Eq .S,aO �.Qe ea.G9c NO. 11 OOZ ]`96 SATE•/: ot`L✓ OF NDIAN` �2 SSS aONAL B� ADAM GINSBURG, PE ;'�w Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME©„ CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 I NSOUE DELTA DSSUE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENT ISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 DRAWN BY TJ CHECKED BY AJG PROJECT NO, 134-134-1705 SHEET NAME WALL SECTION DRAWINGS NO. S=501