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p slta190®slvq <br /> �R <br /> PREPARED FOR: <br /> � ARM ALUMINUM <br /> I� <br /> • .Y ''� I - w I .M1.�—"'�.,,�„• These Plansfthe 2057 Fl°n�d°Rulding Code Edition <br /> —1' X:2"OB (SIDE-_WALL) o z ° <br /> ' I I w 2x5 POST COLUMN <br /> z I I #10 S.M.S.X 1-74 [6N6. 4'`O.C. <br /> 2#10 S.M.S. FROM INSIDE FACE_OF I� (HOLLOW OR SNAP} <br /> ' m 1' X 2" DH IN70 SCREW SPLINE <br /> 2"X 2" 1/8" ANGLE W/ <br /> 1' X 2° DB(1'EMBEDMENT MIN.)`1 1-1/2"LONG #10 I #14 S,M.S. AND 1/4"0 X'2.1/4" RALPH E.REM ERT,P.E.39610 <br /> o ( ( ( S.M.S. 24" O.C.TYP. 2'2'.125'ANGLE EACH CAN#7457 <br /> SEE PLAN VIEW•BELOW I LONG CONCRETE ANCHOR <br /> SIDE OF COLUMN FASTENED dBM&R ENGINEERING,INC. <br /> ANCHORS TO FOUNDATION WITH (3) #1Gx3/4 SMS P.O.BOX 1566 <br /> SEE PLAN VIEW THIS SHEET 1' X 2" (DB) W/1-1/2" YALRICO,FLORIDA 33595-1566 <br /> ` c•+ ( LONG#10 S.M.S. 0 24' O.C..{TYP.} "''_:;;;;;?: (813)598-4643 FAX(813)655-0061 <br /> 04 (ROOF BEARING WALL) OO 2" X 2" HOLLOW 2"x2".125" ANGLE EACH \\ '/ <br /> F:I \ /0. <br /> V \ <br /> R E <br /> .a a. <br /> •a IQ COLUMN FASTENED <br /> 91•' SIDE................ <br /> {7: d e: ' d _____ __..——— 1"x2"x.044'BASE CHANNEL Wllii{3) 14x3/4 SMS ,�„�� •• /�+r <br /> "' a•• - ..<• {SCREEN SURFACE) y <br /> EN <br /> a a c V <br /> FOUNDATION r 'i lit:;;tCS t s �� <br /> EXTERIOR CORNER DETAIL EXTERIOR CORNER DETAIL MIN s t =_ <br /> T <br /> e .-.(PARTIAL ELEVATION) N.T.S. °a(PLAN VIEW) N.T.S. eE OF <br /> •+2 X 3 X 0.045 PATIO`TOP RAIL 4 <br /> d �'4 4 " <br /> a d.e • ♦+, <br /> 4 — #10 TEK X;�" (Per Clip) �- p .L 0R\10'' t <br /> a°+JA <br /> 3 8"%4" "WEDGE ANCHOR" OR EXPANSI9Q}Jo��,NAL <br /> THRU ANGLE AND BASE CHANNEL INTO CONCE1 r38A81111"' <br /> OR FOOTERS WITH,BRICKPAVERS. <br /> i SIDE VIEW OF 2x5 CONNECTION DETAIL <br /> — per side X 2 <br /> 4 #10 7EK ( p ) BOLT <br /> (3) tOx3/4 SMS OR{4} 8X9j16 SMS EACH THRU ""WEDGE ANCHOR"OR EXPANSION CONCRETE <br /> TO FASTEN 2X2X.125 ANGLE TO COLUMN O RU ANGLE AND RASE CHANNEL INTO CONCRETE SLAB <br /> OR FOOTERS WITH BRICK PAVERS. <br /> 2 X 3 X 0.045 PATIO UPRIGHT <br /> 4 <br /> d d <br /> 2"X3"TOP RAIL TO UPRIGHT CONNECTION DETAIL " <br /> T yy A. <br /> y <br /> ORE EXPANSION-BOLT •' .+" . <br /> N.T.S. 3 B"x4""WEDGE ANCHOR' 'a d' • <br /> X9 16 SMS EACH THRU ANGLE AND BASE CHANNEL INTO CONCRETE SLAB <br /> 3 10x3 4 SMS OR (4) �B / �;i':.�i; ?i:'s: ad..•() sl / <br /> r ::: ::.::::::. <br /> r <br /> TO FASTEN 2X2X.125 ANGLE TO COLUMN OR f00TER WITH BRICK PAYERS. s • . <br /> #� Q <br /> x POST C 2 - <br /> 7• SNAP _ •v, a a.. - MAX. <br /> HOLLOW OR <br /> bd " / <br /> TYP. <br /> d• l ) <br /> 6 MAX. <br /> O?sin?ii:.: Q <br /> :ii:§ 4•:i;sa•. �ii:@3^: <br /> •. :•ii::::ii.O O <br /> EACH, <br /> IYP. <br /> L E H.°ANGLE MID.) <br /> > 2"x2".125 A <br /> AS F lEN D <br /> SIDE OF COLU <br /> MN <br /> MN E O <br /> 0 <br /> WITH(3) 14x3j4 SMS ................ <br /> 4 <br /> 'x.044" MI 4 <br /> 3-1 <br /> • a <br /> "2 BASE CHANNEL 1 x E CHAN <br /> MIN `~ • ', .b••'d. �;;:t;Fs::'3-1/2'MI a .+ :•d •' e' 4.' _' '" •. .d�.. .Q v•, <br /> ° n i '• '•'.•• : 4 _ d n :�. • ° ;a• • EDGE OF SLAB • t <br /> 4. :+ : e, : 4•' 2x5x.090 1/4°x3" "QUIKSET", TAPCON <br /> °a +' 'Td, :a• a °• x HOLLOW OR SNAP <br /> + ; ; • EDGE 0 SLAB ( ) OR EXPANSION 'T-BOLT®24" D.C." <br /> °d d ",'. 2x3x.045 1/4"x3''QUIKSET', TAPCON <br /> '.e d •° ''' ° (HOLLOW OR SNAP) OR EXPANSION'T-BOLT 0 247 oxc* <br /> 3/8°x4""WEDGE ANCHOR" OR EXPANSION BOLT; PLAN VIEW OF 2x5 CONNECTION DETAIL <br /> -THRU ANGLE AND BASE CHANNEI INTO CONCRETE SLAB NTS <br /> OR FOOTERS WITH BRICK PAVERS. , . PLAN VIEW OF 2x3 CONNECTION DETAIL <br /> R.T3 <br /> IDl3C DETAILS <br /> SIDE VIEW OF 2x3 CONNECTION DETAIL <br /> RTs _._ _ �.: a �P�R� PROPOSEDSOa 7iROOMAMMON"CONNEMMDETA99 ENGINEERING, INC. <br /> -- rmomxxwn4s w, wrz mwox m « �wr rA�artd• IYYgam! ensrflm%MAew+w rAepRpmvmn WERwoMtP.E <br /> Misc Details I 0 <br />