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# Description Dale
<br /> 1 4 SINGLE PERIMETER BEAM TO BEAM CONNECTION
<br /> 90 DEG.INTERNAL CORNER
<br /> ISOMETRIC VIEW ISOMETRIC VIEW BEAM CONNECTOR 3.750
<br /> TM BEAM BRACKET U-CHANNEL ---- --
<br /> h .I�� PERIMETER BEAM,PER
<br /> S 1/4'TEK SCREWS THRU INTERIOR \ I 7 �"�5 /'�
<br /> BEAM INTO U-CHANNEL EA.SIDE PERIMETER BEAM PERIMETER BEAM ri I (- `
<br /> 1411/4"TEK SCREWS THRU U-CHANNEL TEK SCREWS -� I %
<br /> INTO PERIMETER BEAM �� I I %
<br /> j rle. / PERIMETER BEAM,
<br /> j / PER PLANS 'p
<br /> FRONT VIEW • 4/�REVISION TAG!MARKER
<br /> PROJECT STATUS
<br /> j + //
<br /> •v • -/ FIRST SUBMITTAL
<br /> 1 " / //
<br /> /,. •.,, 2022-07.07
<br /> TEK SCREWS THRU INTERIOR BEAM / / a [4112.24x 1^SCREWS
<br /> INTO U-CHANNEL EA.SIDE /' WASHER
<br /> S HER HE HEX
<br /> BEAM BRACKET U-CHANNEL / '-' / a CR W RIHEAD SELF DRILLING ,,''
<br /> TEK SCREWS THRU U-CHANNEL U-CHANNEL \-- ,� SS f13 PT EPDXY,
<br /> INTO PERIMETER BEAM
<br /> TOP VIEW INTERIOR BEAM INTERIOR BEAM OUTDOOR
<br /> PERIMETER BEAM, `�, ELEMENTS
<br /> PER PLANS
<br /> CORNER BEAM - 7912Oetox Steel
<br /> �' SINGLE,PERIMETER BEAM TO BEAM DETAIL CONNECTOR — PhoSanne: o,CA92111
<br /> ' I I)2'=I'-p PERIMETER BEAM, /� Phone: (655)4308712
<br /> letFat: 1858)292�250
<br /> PER PLANS
<br /> PERIMETER BEAM PER PLAN
<br /> ISOMETRIC SECTION /...• C1�•1W)(dEfw;lialTdC3
<br /> POSTALA00RESS:
<br /> 2' 0' — I I 1f-/——-{-- / DELRAY SEA 401 W. TICFL 93444/1219
<br /> /r f [6)7244x1•TEK SCREWS IHKUUGH 6"x6"x1/4"POST 6"x6"x1/4"POST
<br /> // / N INSERT INTO PERIMETER BEAM I NANVd.ENGINEEPoNGEXPRESS.COM
<br /> _�I
<br /> %` [4]12-24x1"TEK SCREWS I I PERIMETER BEAM, / 1411244 x•SCREWS -`� PERIMETER BEAM,
<br /> _
<br /> %' THROUGH BRACE INTO INSERT, 74131B"x 4"SIMPSON PER PLANS / UNSLOTTED HEX WASHER ` /- PER PLANS �-•
<br /> /'�•�/ EACH SIDE I i STAINLESS STEEL TTTEN D / HEAD SELF DRILLING SCREW
<br /> Imo/ @3.5'EMBED MIN I __ &EPDXY
<br /> // BRACE INSERT 4-- I �[, O, �{ I I
<br /> /J Eq \ I I[ .. 77
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<br /> Yx6'x8/64"KNEE BRACE - A I II P
<br /> / I " /�-OM#12.24x1"TEK SORE (S7#12-24x1"TEK SCREWS I•I a
<br /> °' �./ (EACH SIDE) @ I it (EACH SIDE) gg i 0 !: r i
<br /> // ' I r.I .8 1 III 3/16'POST BASE BRACKET, m II ..Ei Nlii;E
<br /> /, BRACE INSERT I
<br /> , _+
<br /> [4]12-24x1"TEK SCREWS e� 3/16•POST BASE BRAG "THIN* I '1 ��•"" 2€Q z. Bub I31E1[,
<br /> // THROUGH BRACE INTO INSERT, I[ 0 PERIMETER BEAM, C/ A_I �C bt It• "c /
<br /> /l EACH SIDE J`..* f413/69t4"SIMPSON 1 1 _J PER PLANS S?ECi "`L� I Se _ /� 7. a(l:�I(•
<br /> 6 12-24x1"TEK SCREWS
<br /> _ STAINLESS STEEL TTTEN HD. m ■ �O �C �� L .O �' g z€[ll��
<br /> / • THROUGH INSERT INTO POST 2'MIN TO EDGE OF CONCRETE, @ 3.6"EMBED MIN. G 2;:i ill it
<br /> / WHERE OCCURS _ �� e, ��[pet• " 9-611E l
<br /> POST PER PLAN �� 4---`— Q LI7CL. 49-- /• El
<br /> iJ 1 (E)6"REINFORCED CONCRET- Dg- py ���F,E� � c R
<br /> ® SLAB(BY OTHERS) 4 alb. ' + I.'
<br /> 11, \KNEE BRACE DETAIL FM POST BASE DETAIL •
<br /> / PERIMETER BEAM CORNER DETAIL Y
<br /> \�� I I/2•=I'd' 11/2'=I'.0 NMI NW I ,
<br /> LINK BAR I.9/32' \ —2 1 •3
<br /> RETAINER WASHER 5S—� \ TV 7
<br /> S
<br /> N, • PERIMETER BEAM. Z
<br /> • INSTALLER MUST FASTEN&ALIGN EACH ROOF BRACKET TO RAFTERS.VERIFY IN PERIMETER BEAM, PER PLAN
<br /> FELD THAT RAFTER ARE IN PROPER CONDITION FOR STRUCTURAL CONNECTION. - 5/165c1-5/B"DELRIN LINKPIN PER PLAN. ° % Z
<br /> • INSTALLER MUST HOLD A MIN.OF 1 INCH FROM BOTTOM OF FRAME TO TOP OF ROOF TAPPER ING INTO s�
<br /> LOWER 1-1/4"-1f4" ° .
<br /> MATERIAL 16112.24x t•TEK °
<br /> SCREWS THRU I CHANNEL INTO BEAM 0,5 t0
<br /> • INSTALLER TO FASTEN BRACKET AS CLOSE TO CORNER OF SYSTEM,AS RAFTER vo
<br /> CHANNEL INTO BEAM
<br /> ALIGNMENT WILL ALLOW ALUMINUM PIVOT FITTING
<br /> f- '--I -J [L m
<br /> ALUMINUM 6067-T6 FITTING III��. 1_11� / 16112-24x?TEK 0 m
<br /> INTO LOUVERI-1/4' NS MOTOR PIN NS STRAIGHT PIN 13112-24z1"TEK SCREWS THRU SCREWS THRU Q 0
<br /> 2"x10'k9164' SIDE,PER POST SIZE EACH
<br /> INTO CHANNEL POST CHANNEL
<br /> PERIMETER BEAM CAP CONNECTION ` BEAOMPERIMETER 8
<br /> rx10'X9/64" 4 3 i O
<br /> [S]12-24x1/2"TEX SCREWS THROUGH PERM ITER BEAM
<br /> PERIMETER BEAM { //� '�"e- 13172-24z1"TEK W O
<br /> POST PER PLAN •� SCREWSTHRU POST J
<br /> ROOF BRACKET I INTO CHANNEL EACH � }
<br /> (ATTAIZIEU TO PERMETER BEAM) I ,,I \�� SIDE,PER POST SIZE . Q
<br /> EACH SIDE SCREWS w/WASHER 12-24x1'TFX SCREW I .-.•-�• o W J
<br /> [Ti 1 THRU Gl7TTER INTO i'' -I _-y 9 Cn 3
<br /> AND NUT \� BEAM,EVERY 16'O.C. .i� li POST PER PLAN m H.
<br /> ROOF BRAL'Ictl I--
<br /> (ATTACHED TO(E)ROOF STRUCTURE) �� ---- -J - --'-�1 / V)
<br /> Z F= J
<br /> CORNER POST CONNECTION CORNER POST CONNECTION U Z Q
<br /> i \ LOUVER DETAIL BEAM TO POST DETAIL t o o I.
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<br /> 6G S=1•-p a
<br /> \7 < m N 6
<br /> CI
<br /> ��Ca�. -- 90 DEC. OUTDOOR ELEMENTS USA
<br /> 2'xtb'PERIMETER BEAM I_I INTERNAL BEAM EXPRESSLY RESERVES ITS
<br /> —'��j�'1 CONNECTOR PROPERCOMMO LAW RIGHTS
<br /> IN T
<br /> .�`� -�� ___ II I PROPERTY RIGHTS IN THI3
<br /> • 2•X10•PERIMETER BEAMs DOCUMENT
<br /> ,I 12-24x1'TEX SCREW SHALL NOT BE DOCUMENT. IEPRODUCED.
<br /> I. THRU GUTTER INTO PERIMETER BEAM COPIED,CHANGESF
<br /> OR
<br /> \ 90 DEG.GUTTER /D MANNER WHATSOEVER
<br /> BEAM,EVERY 16'O.C. DISLOSED N ANY FORM OR
<br /> j' `\ [3J 12-24x1"TEK SCREWS THROUGH BENT BRACKET O GUTTER THEHEXPRE 9ED WRITTEN
<br /> PLATE INTO PERIMETER BEAM CONSENT OF OUTDOOR
<br /> / I 2.�0. O ELEMENTS USA.
<br /> % `�• r 6'GUTTER PERIMETER BEAM
<br /> / E•o..e. (0 �Fo i 1 E . 8'zii 5/0•x1/8'BENT STAtt•ILESS STEEL PLATE �Cjr•J I I
<br /> / .
<br /> / ' _ 72" _ - __ -.- [3J 72-24x1'TEK SCREWSTHROUGH BENT GTOP VIEW I I 6"GUTTER /
<br /> DE'[14iLS �{y Q ` M III
<br /> [3)5/6"LAG SCREWS, / ,V `� f---___ PLATE INTO BEAM AND BRACKET Y wit I \ DRAWN. GOV
<br /> NEED TO BE IMBEDDED 3'INTO SOLID / �••�n I .}•� CHECKED.PER
<br /> STUD MEMBER. / \��`C\`� ���f.-.1 P'• � ". I • ili `'-
<br /> (NOTPROVOEDBYMANUFACTURER) I— , [3]12-24z1•TEK SCREWS THROUGH BENT r I I ��..
<br /> -A ' eC r,O i A Ji I L._ PLATE INTO BRACKET&GUTTER FLANGE 2•x1I PERIMETER BEAM I II ! p
<br /> �l� v "� I ® II / -. MEASURED 027J06/23
<br /> (E)ROOF STRUCTURE P / . • ACCESSORY BEAM @ 'I- II . / -� \ SCALE AS NOTED ON SHEET
<br /> OB
<br /> y_7�^ G �` `^�.I�y�L,L 1 ��j) U-CFIANNEL BRACKET 6•GUTTER I ® I1- ill I / / 1.,..-
<br /> � iiiihhin.. 11. 'c�"� J OD AR
<br /> HOST STRUCTUREREACTIONS. /1 �bV(D`••' �"`� s'~ �-Y7{7 6•GUTTER III ,_SHEAR(GRAN)=234 PLF(753 LB/BRACKET) I@TENSION(UPLIFT)=67 PLF(210 LB/BRACKET) X- re-rae PR 10 SECTION VEW - L.- IIIliSHEAR(LATERAL)=59 PLF(1S6 LB/BRACKET) I'• .'II LIGHT DIFFUSER90 DEG.GUTTER
<br /> L^4)S'JY/ 4��n\ 90 DEG.GUTTER BRACKET II-_-_--_1,11=] (UP LIGHTING) BRACKET A oo4
<br /> �••:/V ' �"` (//`J SECTION VIEW LIGHT DIFFUSER v`
<br /> ROOF BRACKET DETAIL \ACCESSORY BEAM DETAIL %\GUTTER DE AIL (DOWN LIGHTING) ISOMETRIC VEW L
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