HomeMy WebLinkAboutEngineering CLIENT INFORMATION PROJECT INFORMATION CONSULTY IS,IncERiNc
fANSULTANIS,Inc
0� 1N2FA+ 1599 SW 70th AVE
FLORIDA HOME IMPROVEMENTS BROCK RESIDENCE (658019) �L �c Sun 120
3044 SW 42nd STREET 99 N EL MAR DR. B9WN BEACH,FL ZINN
INSPECTOR NOTE: 'R
INSPECTOR NOTE FORTLAUDERDALE, FL 33312 JENSEN BEACH, FL 34957 WE-BROWARO-PAM BEACH
STRUCTURE WAS DESIGNED BASED ON THE ti
REPAIRS ARE OF A LEVEL 1 ALTERATION IN a
2017 FLORIDA BUILDING CODE ANDACCORDANCE WITH 503.1 OF THE EXISTING s yyV tti at 1009217
ASCE 7-10, 170 MPH (3 SEC), EXP. D.' BUILDING CODE. WALL BUILD-OUT TO ACCOMMODATE S5 561-752-5440 OFFICE
RISK CAT. 2.
NEW SGD $4 551-Tsz-5,42 FAx
NOTE EXISTING 2x STUDSNEW TOP TRACK SEE NOA
DETAILS ARE FOR NEW ALUMINUM TUBE FOR FASTENING INSTRUCTIONS
BUILD OUT TO ACCOMMODATE THE INCREASED
WIDTH ASSOCIATED WITH THE NEW SGD's AT
EXISTING OPENING EXISTING DRYWALL
EXISTING PLYWOOD SHEATHING
NOTES EXISTING STUCCO
1.ALUMINUM SHALL BE 6063-76 MIN. ,,.y , LM
14 T
2.ALL FASTENERS SHALL BE GALVANIZED MIN, UNO.
3.WATERPROOFING, BY OTHERS. OPTIONAL EXPANDING FOAM TO BE PLACED INSIDE 4. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE OF 2x4 PRIOR TO INSTALLATION
5. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE.
6. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA NEW 2x4xY" 6063-T6 ALUM.TUBE ATTACHED TO WALL
7. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES. W/'#14x4)¢"SS WOOD SCREW® 10"O/C STAGGERED y"ALUM. PLATE,TRIM TO FIT,ATTACHED
PROVIDE(2) SS WOOD SCREWS 2"FROM ENDS) WITH (1) ROW OF#10 x 3"WOOD SCREWS® B"O.C.
AND (1) ROW#10 x Ir TEK SCREWS® B"O.C.
1 SIDE TRACK
s1
SCALE,2 1/4°= 1'-0• FILE COPY
NEW 2x4xY"X063-T6 2 DE PANEL SGD SHOWN,
DETAIL IS STILL VALID FOR
AL M.TUBE S1 MULTIPLE PANELS I EXISTING STUCCO
EXISTING PLYWOOD SHEATHING
74• MAX. NEW 201 i
6063-T6
ALUM.TUBE i EXPAND NG FOAM TO BE
PLACED INSIDE OF 2x4
EXISTING DRYWALL PRIOR TO INSTALLATION
1 j EXISTING HEADER—"' 2•;
' \ \ S1 NEW 2x4xY• 6063-T6 ALUM.TUBE ATTACHED TO HEADER
EXISTING WOOD :5 W/$14x4;2" SS WOOD SCREW® 10"0/C STAGGERED
m FRAMING WALL lo PROVIDE (2) SS WOOD SCREWS 2•FROM ENDS)
I 1 �
I. St i
Y"ALUM. PLATE,TRIM TO FIT,ATTACHED
I I WITH (1) ROW OF#10 x 3•WOOD SCREWS ®8" PpAM Lac''••,,
AND (1) ROW #10 x %"TEK SCREWS®8'0/G`A
(PROVIDE (2)ADDITIONAL FASTENERS ® INTERLQ !:'
3 PARTIAL ELEVATION JU L NEW TOP TRACK SEE NOA ?p 0. 70
'770 Z01B �
S1 SCALE: 1/4•= 1'-O" FOR FASTENING INSTRUCTIONS _*
2 TOP TRACK A90 SATE
St SCALE 2 1/4°= 1'-O•
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