HomeMy WebLinkAboutEngineering CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING
CONSULTANTS,Inc
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NOTES
FLORIDA HOME IMPROVEMENTS MORGAN RESIDENCE (598669) SURE l20
1. TAPCONS SHALL BE ULTRACON BY ELCO( 1 -" MIN. EMBEDMENT, 2 XX"MIN. EDGE DIST.) 3044 SW 42nd STREET 6000 NETTLE PATH DR. BOYN76N BEACH,FL}}426
2.ALUMINUM SHALL BE 6063-T6 MIN. FORT LAUDERDALE, FL 33312 FORT PIERCE, FL 34951 a
3.ALL FASTENERS SHALL BE GALVANIZED MIN, UNO. + n DADE-BROWARD-PALM BEACH
4. WATERPROOFING, BY OTHERS. cf a/Do9217
5.OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE ani y*
561-752-5490 OFFICE
6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE. BAY WINDOW DETAIL 561-752-5542 FAX
91( 7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA.
B. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES.
A—A RECEIVED
INSPECTOR NOTE �44
NEW STRUCTURAL COMPONENTS WEREFEB 2 8 2018DESIGNED BASED ON THE FBC 2017, ANDASCE 7-10, 160 MPH (3 SEC), EXP. C. SST.Lucie County,Permitting
RISK CAT. 2.
EXISTING CONCRETE 2 2
STRUCTURE S1 Co
INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN ° ,
ACCORDANCE WITH 403.1 OF THE EXISTING
BUILDING CODE.
1 A
1 4
KEY PLAN ,
V.S. S1 ° 1
6063-T6 1x4
ALUMINUM TUBE
/-,-' PARTIAL ELEVATION VIEW
FASTEN EACH CUP TO TUBE
W/(3) /8 x 1°FH TEK SCREWS. ,. o FIELD MODIFIED ALUM. TUBE CLIP
ATTACHED TOP AND BOTTOM TO:
0 0
o • CONCRETE STRUCTURE W/
0 (3)}"0 X 2Y4°TAPCONSau,uunmu qq,.
(1 3° MIN EMBEDMENT, 2X2" EDGE DISTANCE, I` °—I y pDAI►j� ,
0 1}' MIN. SPACING.) ,`��'\,\CELS;•.8��'�.
.797012 7- .
EXPANDABLE FOAM �L 2011P *?
K"ALUM. BREAK METAL TO FILL VOIDSTATE
ATTACHED TO TUBE WITH S '
164 SS TEKS 0 6"0/C
2 ALUMINUM TUBE CONNECTION DETAIL 3 TUBE CLIP DETAIL ''•,,,NALIEN�'� °
51 SCALE.J'=V-0 SI SCALE3•=1'-0' C`j•
A .
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