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HomeMy WebLinkAboutB14-0274_S6.0_1440099240.pdf k4 °F k4 f. DBLE LVL HU1.81/5 TAPERED Ale�2. 3/8 TAPERED SHEATHING1. 3/4" WIDE PERIMETER NOTE: UPPER PATIOHEADER HANGER BEYOND PAVER TMP 2X SUPPORT BOLTED❑ o CHANNEL PHASE INCLUDES DESIGNSYSTEM 2" STAIR GUARD LVL JOISTS TO CHANNEL W/11/2" @ 16" O C I AND LAYOUT OF HANDRAIL -lei 'o°❑ Q RAIL POST (1) ROW OF 1/2 DIA. BRACKET SYSTEM. EXISTING I I BEYOND THRU BOLTS @ 24" O.G. CANTILEVER JOIST /� 08/20/15 \\, ,N 4 \\ \ ,I, L\ , SYSTEM DESIGN AND N \\\\\\\ \\ 1 \\ ,\\ \ _1$ \ \ \ \ _ CODE EVALUATION IS �,_,� STUDIO M • . E� N BEYOND SCOPE. / ./ Th15 DOCUMENT SHALL NOT BE -------/ / -------- 1\3 gill a 0 \ �]u �� �1� REPRODUCED, SEDTRANSMITTED, [ 7 ❑ DISCLOSED OR USED 0 WHOLE OR IN PART WITHOUT WRITTEN LI: ' ' _� in 1(1 / �i '-' (V 101\ ' ��� --- IIIIIIIMIIIIImmmmm ❑ Y STUDIO CMME ENGINSENT EERS, LLC. DBLE TRTD , ;\ / \. �� �� ❑ ' \ \ �� /% PL; FASTEN ; , ,�/► ,/�!�� + ��%% _ ❑ .. .. TO CMU W/ \\ \\ ►� � � � � �' o ;\\\ ��\ \\ .� �I ,�` TAPERED, o ° o < (1/2" DIA. .\\'\ \\;\\\\ N� ` , • ffi ANGLED (IN PLAN) <:� ° I , o ; \, AB'S (2 MIN) \\\\ \ 2X SHEATHING T.O.DECKG �i ,\\ 782t8 U WA \� SUPPORT ° ,i ' z ` : � •\`'\\ � � \ RE: CONTRACTOR ❑ 0 0 `® V.I.F. :: :3 i ` ° % o D z (o w SECTION DETA0 '� N o 1. 1/2"= 11-0" al .. PERSPECTIVE DETAIL w A NO SCALE J J PERSPECTIVE DET' u ce 0 I wa NO SCALE "' o 3'-1 5/8" 3'-1 5/8" Mr z z cJ z } Lu I ° PL 3/8" END GUARD o o0 00 PLAT4]-1: _4, E W /POST o (2) 5/8" DIA. TYPE E `n 0 PERIMETER CHANNEL PRESSURE EPDXY BOLT RE: SHT : ° ° © @ 3" GA. (6" EMBED MIN) S5.0 „\`` ° BLOCK'S 5.0 :0 ° ° 0 . _-�dR�©o Cly �‘� 1 cil : 1f iE44 37 ® 4-- A 1 r W I�y � 2X : ° 0 : tIl_ x':• 'p ■►�� ' 1; O�J1 DECK'S _ ik%0/ONAL G� •••.....•N s �;;���,;��, V.I.F. ���...� TRTD 2X6 v���yy���y�� : ° ° y ��yy ��y PL W/ 1/2" DIA. yyyyy AB'S @ 48" O.C. I -.y � y� � ° — ° . l` `\ ,yy,,,y 2X10 10" LANDSCAPE RIM O O BLOCK WALL TYP� O O O SECTION DET ' 13/8° //0 NI 1"= 1'-0" PERSPECTIVE DET A 0 6'-8" LJJ NO SCALE /8" ELEVATION DETAIL B Q Z 9�� VERT. CORNER 1"= 1'-0" ,{,/ GUARD POST L4x4x1/4" X 0'-5. 1/2 — N CORNER ANGLE CLIP 0 in W/ (2) 5/8" DIA. A325 B // 1 3/8" • 0 Mr # 4- _ . PERIMETER BOLTS PER LEG (3" GA. Q 0 • I • CHANNELS 1. 1.1/4" END DIST.) CENTER ANGLE - 0 ce I ® 0 5/8" DIA. X12" 1 1/2" ` VERTICALLY ON CHANNEL WEB. : ° _ EPDXY BOLTS ------,011, toQ° ,FACE OF STUD LL.I I o'- WALL (I) SECTION DET0 ° J #4 VERT REBAR DWLS; INSERT INTO 1"= 1'-0" �� FASTEN 2X PRESSURE : ° 0 O BUILT IN STONEGATE BLOCK CENTER *0 14, O Z u VOID AS SHOWN. SLIDE BETWEEN �� BLOCK'S TO Q MITER CHANNEL WEB FACE VIA. : ° J LI- ALTERNATING OURSE EDGES ASS \ CENTER LINE OF #4 REBAR CHANNEL (2) 3/8" DIA. CARRIAGE - 0 J SHOWN. GROUTVOID CONTAINING 1� I GROUP SHALL BE LOCATED ENDS BOLTS PER PC. OF WOOD Wu > REBAR SOLID WITH LOW SLUMP, NONWITHIN 10" (TEN INCHES) OF BASE ° W Q SHRINK CEMENTITIOUS GROUT. BARS 10" PLATE OR GUARD POST �, SHALL EXTEND TO TOP OF FTG. MAX CENTER POINT. BEAR JOIST ENDS ON CHANNEL FLANGE. IJ� -`fi>-`'>-C ; >-C M p FASTEN TO PRESSURE 1- PERSPECTIVE DETA L0 BLOCK'S W/ (2) 16c1 FACE BLOCK 0 0 0 o NO SCALE NAILS 4 N COURSE o 0 0 0 0 0 (2) LVL PL 3/8" "x0'-6" BELOW \, L HEADER BM SIDE TAB PL 3/8"x5"x9" r (2) 1/2" DIA. THRU PROVIDE (4) #4 BARS BOLTS, SEE DIMENSIONS BASE PL. W/ 1" NON SHRINK / 3-10 / O I \PER VERTICAL ON DTL K/56.0 CHANNEL GUARDRAIL , ' GROUT L CATION, TYP / - ELEVATION DETAIL 1 LANDSCAPE BLOCK REINF. DETA „o,_ 1. 1/2"= 1'-0" �� .4 '� V l if)t0 REINF. AND �� O GROUT LANDSCAPE Oo o ile.. #4 VERT r m DWL X DBLE #4 BLOCK VOIDS \ 400 ,.. ' ° (1 PER PAIR _ 10 VERT PERPER DETAIL N/56.0 �, \ ` EXIST'G CANTILEVER 1 OF #4 VERT DETAIL N/56.0. o- ` 7›... : :: 2X10 JOISTS (MIN) WALL BARS1 ` © C @ 16" 0.G. (MAX); SCALE: ' -•wN ALIGN JOIST W/ _ O-'ti °Mr zi= ° ° ° Z DTT2Z BRACKET 1111111111111- /1.1 4 AS REQ'D, V.I.F. DETAILS I. low PERSPECTIVE DETA 0 4 1\1I AND NO SCALE PERSPECTIVE DETA � PERSPECTIVES NOTE: SHOP WELD CHANNEL TO BA 'L'S. NO SCALE FIELD VERIFY LOCATIONS W/ CONTRACTOR SECTION DETAIL D AUGUST I4, 201 5 T. GONG. FTG PRIOR TO FABRICATION. 1. 1/2"= 1'-0" SEE 54.0 RE: DETAIL B/56.0 FOR REFERENCE PERSPECTIVE DET'} B NO SCALE S6 . 0