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RC-4-12-588_Plans REVISIONS 1 COLUMN S BEAM SCHEDULE 4/18/13: BUILDING DEPT: SIZE CHANGED BUCKET DETAILS 1/4" ASTM A-36 1/4" ASTM A-36 TC-1 8"X8" CONCRETE COLUMN MARK DESCRIPTION NOA REMARKS 2 1/4" ASTM A-36 ® _.. INCHES 2 STEEL BUCKET W/ STEEL BUCKET W/ ® STEEL BUCKET W/ __ ~� W/1 #6 IN FILLED CELL (4)3/4" X 6" WEDGE °" (2)3/4" X 6" WEDGE - -- -~-'" (2)3/4" X 6" WEDGE - g-1 8" 8" PRECAST/ PRESTRESSED U-LINTEL 11 -0121 .04 ALL WINDOW & EXT DOOR OPENINGS 4/18/13: BUILDING DEPT: ANCHORS TO CONCRETE & ANCHORS TO CONCRETE & ANCHORS TO CONCRETE & (2 8X8 CONCRETE COLU,`,1N CHAN GED CONNECTORS W/(4) 5/8" THRU BOLTS W/(2) 5/8" THRU BOLTS - W/(2) 5/8" THRU BOLTS - TO- ` ) B-2 8"x24" CONCRETE TIE-BEAM -- (2)#7 BARS TOP, BOTT & MID W/ #3 STIRR @10"O.C. AT GIRDER TRUSS AT GIRDER TRUSS AT GIRDER TRUSS W/1 #6 IN FILLED CELL -`�� B-3 -- (2)#6 BARS TOP, BOTT & MID W/ #3 STIRR @10"O.C. (3) 8"X8" CONCRETE COLU'YN B-4 (2)#6 BARS TOP, BOTT & MID W/ #3 STIRR 510"O.C. W/1 #6 IN FILLED CELL g_5 -- (3)#6 BARS EACH FACE W/ #3 STIRR 510"O.C. ,....._.. ® 1/4" FILLE !"; 1/4„ FILLET -- - r -- , WELD ALL - ® WELD ALL -""" B 6 (2)#6 BARS TOP BOTT & MID W/ #3 STIRR @10"0 C x...._.. .._ .. „ „ . __.. ....._-.". ® JOINTS ;; ° JOINTS 2'-0 X 2 -0 CONC. COLUMN „ „ WITH (8) 8"X8" CONCRETE I'_LED B-7 8 x16 -- (2)#6 BARS TOP & BOTT W/ #3 STIRR @7 O.C. W/1 #6 STEEL BAR 1 L_1 (2) 2X10 W/ 5/8" KWIK BOLTS h PT (3) © 12 O.C. 2 ROWS, STAGG 1/4" FILLE J �/ C-2 J W w 2 X 6 X 3 8 STEED TUBE WITH o WELD ALL __._O Q CONCRETE FILL __ W/ 5/8" KWIK BOLTS L-2 (2) 2X10 -- (3) C� 12 O.C. 2 ROWS, STAGG -� ? JOINTS 1 `�; ` - PT co ��- pQ�U. - -_ -- W/ 5/8" KWIK BOLTS O 00 w L3 1 PT 2X12 aZ (9 12" O.C. 2 ROWS, STAGG (3) ~ � Uwouj .....__ ._. Y W Z � (_2 3 TRUSS CONNECTION DETAIL 3 4 TRUSS CONNECTION DETAIL maw `Y s-q N.T.S. S 4 N.T.S. 3 4 SEE :r ° n- C� - 8 - 8 4 7 ozw Z - , ;. SEE ;__..SEE - g - g � N O o S - 5 S - 4 / ° Q a Z Q HIGH BEARING CONNECTION DETAIL S — 5 / � � O 0 5 0 ;� - - - -11 4 6 -11 . ..... 3 -4 �a 9 2 _ 1 .'-1Q" 17'_-3" _ / � ( �" O � S-4 . ... _. 1.2... . . . Q ------ __.__._. - N co .T.S. /� ozOUzw z TC-3° TC-3 I TC-3 l v z O O TC-3 1 a O c? I � I �- - - - -- - - - - = CL g w • T1 TC-1 TC-1 TC-1 - TC-1 TC1 T -1 w 0 > a: TC 1 =_ __�__ __�-�- - -- - -_� -- L , U z z cn N J Z - , — - _ a t- W O t U B-5 I ............................. CIE 0 1111 1101 o R U I TC-3 -- - - - - - - - - I _ L_ LJ 2 -' w ............... � TC-3 ]E Q I I I _I T -3 TC 2 _ a PRE NUFAOTURED _ O O o I d- It a {"' w ^. MOOD T SES © 1 --- -- - --- -- - - - - - -- - - _ - - - - -,—�-,— - —-T — - — -,- —-,- , - - j III I I I I I I I I OPEN TO DOUBLE 1 4" ASTM A-36 � I �� ! PAN ' / I I I II -- - - - - - BELO STEEL BUCKET W/ o I �` .... 2 .. ..,. ..,... I I I I I I ►�I' N I- ... - .-.. .. .. ..... I I I -- ---- -1---- - ---- - --'-- ---- ----I' ---- - -- - I — TRUSS � AT GIRDER TRUSS 8 $ - . I EE 5/8"THRU BOLTS qI 284 S.F. C I `�\ - - -f- - - - -1-- - — 0 ry 2 X � 134TUM I I I I _ 2,ND F[OOR, I 1 STkRY 5 3 - - - 'S - -- - III - _-ICH D T S _ TC-� -- - -- _ I - - - - - BR F G — - l -- r- r - - - - - - -r E E V I26 I-N /� I I TC 1 =STRAP FOR TCP ...... I I �rfi I I I CHORD ATTACH. o — - ;- - - - - I I I III I I I I I I I I I I I i I I I r I. / I I _�-D_N_ , cO o T 14x: o K WN USS� FR-- IN�ALL FOR R ON T 1 2 ,8 w 2-- -L-2 GIRDER TRUSS C d- 0I 0 z g 0 Lo 0 ® I r I Tl� L1J ............ w - - ---- - I _. .. T sh---SEE z o 7 TC-1 C-2 C-2 w 0 W 0 TRUS ES "Q 1 O.C. C-2 TC �1 TC-!l : �(,- I I I _ I I I I I T� I I I -—- - ;-- —-- — -,- - - — - -; -- - - —'� ,/�� 'rl (� II I I R I I I -- -- - - I -- - I -- - - - - - - - � -1 - -- -- --- --- - - - - I , I 5 _ s- N-----� T - -T- - ---- _I-SPA -T__ - : -- _. _ i — - --_ - - — -— _ �'- 1- - — - - T_ - I L „- - N r J ,. ..._ 1 �,. Del I �I�I ' _I jj� J _ I__ .: _ -- — —� ` 1 to ��; ii I - - -- - - - - -�- - - -- - - -- - I -- - I - - -- - � �� I I I S — � ° TC-3 TC-1 C-1 - -- - - --� -- -- - - - - - -- - - O o co r.._.-._ ...._ j .-I I J I C I I TC-1 ► � I I , (D 1/4" FiLLE !� „ „! - - - - - -� - - - - - - - - - �- - - - -- -- -- - -- -'- -- - - - - - - U W f-- C� WELD ALL -_ O -2 X4 BOTTOV",' ; `, ; ,S.EE (� 1 .1 I r-- _..._. . _._ TC-1 ,JOINTS: , __CHOR _ TRUS PR - AN FA URE TC-3 SEE ?_ X4 BOTTOM --U NOTE: BEAM B-3 IS i UP IIFT: 1596# - -- _, I BRAC NG ;- _ - _� __ E M U C - -- - - - `SEE _ _ _- __--I _ .r ..._C-HORDI_TRUSS �!_I _ A TIE-BEAM ALONG - WOOD RUSES 16 O.C. �- 6 BRACI(�G -" THE GARAGE AREA �-- Q ® GR VITY: 1995# DOUBLE` --�-- -I----� - - J SPA J TC-1 1 S - 4 ; J I I LEI TRUSS __ -- -- - - - -- - - L - - -- - --- -- ---- -- - - - - --- -- - - 1 T Ld I 4 S ry --L2--J -- TC 1 '-4 -�� TC-1 - L� - 1 _ '! _ I ARE-MANUFACTURED II �- - _._ __ 6 ------ 7 9 � I r, -� .— -_-.- _4�- -� - ----- ___-__ __- - --___ -------____-__ ; --— _ �t�LQO�TRUU�S�S�_2�0_C� - -- j - °` ... .. 2 BO TO TRELLIS SPAN Lam. SEE ..._....r %� BELOW I o LjJ .: ' _ _ C H R T � ,F BR CI ' RUS - - - - --� TC-1 3 = _ - ----- ,--- -- -I- -- —- -, -- - - I it 5 - r '" - o ® �- ► -� - - - -I--�- -- TC LJ �� - 5 TC_1 I I TC-1 _ _ _� ���_ - - - - -- ,-- - - -- --- -- --- ' 0 W DOUBLE . L-2 1 ST�RY 1 I - -- -- -�- - --I- -- --- -- - - -- . -`` -' I TRUSS __---- -- _ -- `° I m I FULL SUPPORT CONNECTION DETAIL I - -I I ______ 010 I iJ- - --- - - FLAT (ROOF S - 5 I i y I I I II ...._.._ �� B-6 � S-4 N.T.S. 6 ► 4J ► / - y ---- - I c / L�J C_1 - ----- --- -- - - - -- -- -- -- -- ILL : ``r yr�y j CC 3 TC-3 I -- �?- -- -- - I ® � I l'! - - -� „ - -—- - -- -- --— - - - - --I -- y , I I I o �! 0 1 2 149-4)l - - : . . _ ...... .._. ._ -. _. .. _ 4.2.1-211 ...2. - .-.. SE.E........ � . .................... _ ..__......... I I II .. 4..... ... . .... ..... .._ --- - - -- -- - 4 I I PLIFT: 1681 # I I - ----- - -- -- --- - - -- . ..... ...... ...................... .... ... ..$............ . .. . - . ........... i I GRAVITY,: 1155# I I , I I I I I f i LLJ I I . m -- -- --- n/ ^313 S E_E..., I I - 6 li n - -- -- - ---- -- -I- - - -- -I -- -- -� B`(; .......,��..� 3a, I I 5 4 5 CONN__CTOR SCHEDULE `` y, 1 _ ' ' 0 -J 1 I - - -- - - I I USE UNIT TYPE DESIGN��SIGN ALLOWABLE FL# NAILING S — 5 MASONARY UPLIFT UPLIFT _ _ _ _ _ _ _ _ _ 4 --- - - -- - - - - r LJ LJ I LJ COLUMN _ _ _ I I TRUSS TO GIRDER j I I LEDGER CONNECTIONS 2170# 2170# 13285.35 HEADER(18) 16D NAILS USP THD26 I _= TH -j- 'T -�-I- �-- tom, I JOIST (8) 10D NAILS �``•�` ALL TRELLIS BEAMS TO O SEE-/ I1-'-- 11 a. EE USP THD210 2330# 2330# 13285.35 HEADER(38) 16D NAILS TIE BEAM B-2 3 SOFFITS & LEDGERS I I , I f JOIST (20) 10D NAILS I © TRUSS LEVEL I -_L---- 5 II I I PiT 2 12 ! DEtOR!AT14E �, I j E PI M S I@ 16 10.CI. I I I I °a S - 5 11 I, DETAIL r WALL ZONES �`�., �'I- L �'�� I I . S - 4 ROOF DESIGN CRITERIA - -, WIND LOAD AS PER ASCE 7-10 L LJ ' __ _ �__ J III WINDSPEED: 175 MPH -