Loading...
HomeMy WebLinkAboutDrawings CLASSIC RECREATION SYSTEMS, INC. NOT FOR CONSTRUCTION 10' 0" A FASCIA BEAM 24 GA. HR-36 STEEL ROOF A A CURVED RAFTER BEAM 24 GA. "J" CHANNEL co CAST IN PLACE CONCRETE COLUMN BY OTHERS (SEE DETAIL) o b A I /1--- I i 10"X10" • COLUMN 1' 9" i 5'2" I 1' 11" i 1' 2.' < >I< >I< >14 > HORIZONTAL BEAM > I PERIMETER BEAM A EXTENSION CD BEAM PLAN VIEW 10'X10' COLORADO MODEL W/ CONCRETE COLUMN NTS CLASSIC RECREATION SYSTEMS, INC. NOT FOR CONSTRUCTION 10. 0" EXTENSION 24 GA. HR-36 CURVED BEAM STEEL ROOF 111111 A _RAFTER ;0 BEAM u � FASCIA BEAM CAST IN PLACE CONCRETE COLUMN BY OTHERS 0 FINISH GRADE r END ELEVATION 10'X10' COLORADO MODEL W/ CONCRETE COLUMN NTS 24" 4'-10" < > < CLASSIC #3 TIES @ 12"O.C. "TYP" RECREATION ,ter--Lr--r-ei o� ,.4.-T--e.-Y-IP--r- N (NI r 1 1 1 ■1 SYSTEMS, INC. /L___;4._ j L.. 0L-6 kt__j SECTION B (16)#6 V BARS SECTION A (24)#6 V BARS PLAN VIEW W/#3 HOOPS PLAN VIEW W/#3 HOOPS NTS @ 12"0.C. NTS @ 12"O.C. 1'-5" 2'-0" 1'-5„ 2" Aj_,�_ ■ l— (3)#3 HOOPS IN TOP 5" :r 1. 1 1-1 1 @ A-BOLTS LOCATION I *-T-1 t'1 ��- V 1 '1-t SECTION B A i-t: t- �-1 i td_ 1 1 CAST IN PLACE CONC. d !-t-1- COLUMN 2500 PSI ' I 1 ' „1 Li_ 1 1 1 1 (16) #6 VERTICAL BARS j 1 -1-1-1- (REBAR 40,000 PSI)- SEE 1 1 1 •1 ti A. STRUCTURAL CALC'S FOR n7 1_;_T_;J_1 LAYOUT PLACEMENT 0 00 • 1J 1 1 -601 r t J `i 11 1 1 1 1 1 1' # 3 TIES 12" 0.C. TL-J-�1--L-LJ-iT (REBAR: 40,000 PSI) II. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (24)#6 VERTICAL REBAR iI"I-- -,--1-7-T-ri SEE STRUCTURAL CALC'S 1 1 1 1 1 <1 1 1 FOR LAYOUT PLACEMENT 11111114 %s r1-1--1-_1-_L-_1- 4 A r1 1 1 1 1 1 0 1 , 1 .1 1 ' � 1 1 ,tz GRADE LINE = IIIII _IIIIIII 4141 C1 1 ' 1111111 1111111= -1-1-1-4-1-IIS N _ � • SECTION A 'I 7 IIIII— ii, • 1 , •> 111111 ..<______-2500 II PSI CONC. FTG. 43 - — 1 I Ss (5) #4 BARS 18" 0.C. PARALLEL -r �iIIIII • '* iL'""'�'n'' '''rmir 1 TO THE 6'-0" DIMENSION IIIIIII -J = 111311 = =IIIIIII - c� < > 95% COMPACTED SUBGRADE SOIL 6'- 0" < > FRONT VIEW 10'x10' COLORADO MODEL FOOTING & COLUMN DETAIL NTS CLASSIC RECREATION SYSTEMS, INC. 1'-8" (3)#3 HOOPS IN TOP 5" @ A-BOLTS LOCATION I— �• SECTION B _ 1 —j �•I I. 1 _CAST IN PLACE CONC. t-14 'litCOLUMN 2500 PSI 4 �1 1 1 1► I 1 —I ; (16) #6 VERTICAL BARS (REBAR 40,000 PSI) - SEE I 1 I* STRUCTURAL CALC'S FOR 1 1 1 LAYOUT PLACEMENT 1_ 1__L 0 00 1 1 Eo in 1 1 1 I 1 1 #3 TIES 12"O.C. T--1--rte (REBAR: 40,000 PSI) 1 • i' 1 1 1 t--1--r 1 1 1 (24) #6 VERTICAL REBAR 1 1 fE S ikSTRUCTURAL CALC'S i_J_-4 LAYOUT PLACEMENT I I 1 . I I 1 I I 1 o I-'1--1• GRADE LINE 1 1 ,A.-7:-) / 1 1 � 1 IIIIIM.IIIIII ?).Gi' ;. 11111II_ 1111111= a' I. 1 - SECTION A isi • •I itJiIii== A 1 `;' ' 1 ' ,-2500 PSI CONC. FTG. 1 4 (13)#6 BARS 6" O.C. PARALLEL i • A----t�'L....6 ---41�fli TO THE 6'-6" DIMENSION 1011111111111 I�I3'I = 1111111 U I( 95% COMPACTED M SUBGRADE SOIL 6' -6" 10'x10' COLORADO MODEL SIDE VIEW FOOTING & COLUMN DETAIL NTS