Laserfiche WebLink
N Description Date <br /> • LEGEND <br /> SYMBOL REMARKS <br /> (i) 0 -- DOWNSPOUT,CENTER ON POST <br /> • <br /> 22'-2 i/B'STANDARD MOTOR <br /> / <br /> (37 LOUVERS) <br /> - LED DOWNLIGHT.LOW VOLTAGE <br /> (E)RE9®BICE / 4' 0" 4'-0" T-103/4' 2'-105/16' 4'.0' 4'-0' <br /> rl MAX.SPACING q r - ,r <br /> I I I [1]2-x10'x8/64' <br /> I SINGLE PERIMETER BEAM REVISION TAG!MARKER <br /> PROJECT STATUS <br /> (E)ROOF([7 �7 I FIRST SUBMITTAL <br /> 0 a; .—Jam,-- [fi .-_ j-}—. ROOF-[7j ROOF BRACKET 2022-07-07 <br /> [1]2"xCM4a- <br /> SINGLEE CANTILEVER BEAM GENERAL FRAMING NOTES <br /> _— J METAL BEAMSHEET 1. FRAMER TOO FIELDM VERIFYG ALL COORDNATE <br /> AND ALIGN <br /> WHEN TO POSSIBLE <br /> NEW AND OUTDOOR <br /> OVER BEAM EXISTING FRAMING ALIGN AND ALIGN WHEN POSSIBLE. ELEMENTS <br /> ' 2. IT HAS BEEN ASSUMED THAT THE EXSISTING STRUCTURE HAS 2x DFL STUDS 80 16" <br /> N O.0 WHERE THE LEDGER IS ATTACHED PER DETAIL 74120Waw SNP <br /> frn _ _ --f_ .-_.--- ACCESSORY <br /> San Dam1CA 92111 <br /> —ACCESSORY BEAM, 3. FRAMER TO FIELD VERIFY THE AWNING LEDGER ALIGNS WITHIN 2'-0'VERTICALLY Prone, I855143DA722 <br /> (FAN BY CLIENT) OF FLOOR OR ROOF FRAMING ON THE MSOE OF THE SUPPORTING WALL FAI. MS 292-6250 <br /> - OTHERWISE THE STRUCTURAL ENGINEER OF RECORD SHALL BE NOTIFIED <br /> b I - _-- -6'GUTTER.TYP BEFORE PROCEEDING. . _ ,..I;!! <br /> 4 ASSEMBLY <br /> b - -_� A. LINEAR ACTUATOR.UL 60601-1 POSTAL ADDRESS, <br /> \ B. LIGHTNING O-TRAN UL 1838 401 W.ATLANTIC AVE.R109214 <br /> 21'-81At' ! pal C MEANWELL-POWER SUPPLY UNIT UL8750 TYPE FILLED POWER SUPPLY DELRAY BEACH,FL 33444 <br /> D POLYCASE-ENCLOSURE BOX,UL508A,1150,CSA-CSS.S NO.14 <br /> • <br /> WWW.ENGNEEIRNOEXPRESS.COM <br /> I I <br /> t Y SINGLE MAIN BEAM <br /> 4 <br /> (-1---) 5^-\�,P ' GENERAL FOUNDATION NOTES <br /> [2]STINO I ® 1 / J <br /> POST INTO POST BASE I 1 IN THE EVENT THAT THE FOUNDATION EXCAVATIONS ARE CARRIED TO A DEPTH '{t <br /> BRACKET 50pn _ 2 ST IN i/4" r� <br /> _ --{ r - - . J -- -POST INTO POST BASE GREATER THAN THAT REQUIRED THE ADDITIONAL DEPTH SHALL BE FILLED WITH <br /> -II V ^.._,___,- ,._.J_ _ J� 1_ — .w�_1 _I -e ,�.,,_vP�I�a BRACKET THE SAME CONCRETE AS THAT USED FOR THAT FOOTING AT NO ADDITIONAL <br /> 0 - -- - ` EXPENSE TO THE OWNER NO CONTROLLED FILL WILL BE PERMITTED. ! <br /> e <br /> L. �,_. (zJ 14'CONTEMPORARY 2. ALL REQUIRED BACKF ILL SHALL BE COMPACTED TO AT LEAST�%OF THE o.11 R m <br /> I/510 <br /> nv CORBEL MAXIMUM DENSITY OBTAINABLE BY THE A S T M.DESIGNATION D-1557(LATEST c H 1 ! 3 <br /> `30D7. i EDITION METHOD OF CONPACTION ;€_ <br /> soon �s� dl'III � <br /> '--K [2]Tx10-x8164" 3. FOUNDATION CONCRETE:Pc•3,000 psi x x ,,Till E`+ <br /> SINGLE LOWER BEAM FOUNDATION REBAR.fy=60 ksi ,s 014 <br /> •.! I <br /> A POSTS EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE FROM OILY .,"a'1:w fill?V,k <br /> 1 O a <br /> SURFACESIDEALUMINUM SHALL NOT BE EMBEDDED IN UE IFL IT CONSOLS _s oB N(U d <br /> CHLORIDES OR CORROSIVE ADDITIVES EMBEDDED ALUMINUM ELEMENTS WILL BE � 'f!! <br /> COVERED W/TH PLASTIC TAPE OR OTHERWISE PRO-EC-ED AS PER 2010 ADM '/ _ E 4114 L: <br /> M7.3. R.[.e1 <br /> ENGINEERING POST PLAN ��ENGINEERING DESIGN PLAN <br /> 3; 31IT_ I,�• \ 3,5._ _, <br /> T.-- O 0Z <br /> 22'-2 1/8"STANDARD ,.. , Z <br /> 4 <br /> !sm;. SC4a� co <br /> 4' ,Z___.,„; <br /> J SNGLE PERIMETER BEAM 0 W <br /> l = <br /> (E)ROOF <br /> O a 11 ` L/ 7z__ 7 F []ROOF BRACKET W O <br /> b `. lT-I — -I k'a W I <br /> [1I 00%964' z <br /> --SINGLE CANTILEVER BEAM Q z <br /> J <br /> Q �. — — .P Ui <br /> — — — — _ — — <br /> I- <br /> - --OOVVEERBEEAAM 1 W W <br /> Q C/) <br /> go• <br /> - 04z <br /> [1]2x6"ACCESSORY a O o 1 J <br /> il, <br />• <br /> - — - ' -BEAM,(FAN BY CLIENT) < m C; a. <br /> b I <br /> OUTDOOR ELEMENTS USA <br /> b EXPRESSLY RESERVES ITS <br /> COMMON LAW S OTHER <br /> 7' TYP. PROPERTY RIGHTS IN THIS <br /> I 'I1 -6'GUTTER.TYP DOCUMENT THIS DOCUMENT <br /> SW( >n\ _ SHALL NOT 0E REPRODUCED, <br /> / COPIED,CHANGED OR <br /> �'--� DismsEa IN ANY FORM OR <br /> MANNER WHATSOEVER <br /> WITHOUT FIRST OBTAINING <br /> (2)2"x10"x0/64" THE EXPRESSED WRITTEN <br /> SINGLE MAN BEAM CONSENT OF OUTDOOR <br /> I ELEMENTS USA. <br /> I*1 [2)656-x1/4' DRAWN GOV <br /> • POST INTO POST BASE <br /> st BRACKET CHECKED.PER <br /> I [2]14" <br /> CONTEMPORARY MEASURE DATE. <br /> CORBEL <br /> 2022/06/23 <br /> TYP TYP. 'YP <br /> \ [2]Tx10"xB/64" SCALE AS NOTED ON SHEET <br /> ( 5004/ J _ SNGLE LOUVER BEAM JOB NAME <br /> `5-S �l BODNAR <br /> S002 <br /> ENGINEERING FRAME PLAN <br /> 3/5"s I'47 <br />