HomeMy WebLinkAboutPROJECT INFORMATION- - - - - - - - - - —INSPECTOR --- NOTE:--- - - - -- - - --
STRUCTURE WAS DESIGNED BASED ON THE
FBC 2017, AND
ASCE 7-10, 170 MPH (3 SEC), EXP. C.
RISK CAT. 2.
INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN
ACCORDANCE WITH 503.1 OF THE EXISTING
BUILDING CODE.
CLIENT INFORMATION PROJECT INFORMATION SPECIALTY ENGINEERING
CONSULTANTS, Inc
FLORIDA I 10ME IMPROVEMENTS— SIDENCz 7-01599 SW 30th AVE
3044 SW 42nd STREET 10320 INVERNESS WAY
BOYNi N BEACH, FL 33426
FORT LAUDERDALE, FL 33312 PORT ST. LUCIE, FL 34986
DARE - BROWARD - PALM BEACH
- - - - - - - - -- - ._FL-CA.-#009217
STEEL COLUMN PAD OUT DETAIL FOR 561 - 752 - 5440 OMCE
WINDOWS #9 & #10 561 - 752 - 5542 FAX
.u_. .,
NOTES
1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 %4" MIN. EMBEDMENT, 2 )2" MIN. EDGE DIST.)
2. ALUMINUM SHALL BE 6063—T6 MIN.
3. ALL FASTENERS SHALL BE GALVANIZED MIN, LINO.
4. WATERPROOFING, BY OTHERS.
5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE
6. PROVIDE, BARRIER BETWEEN ALUMINUM AND CONCRETE.
7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA.
8. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS)
TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS.
9. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES.
NEW WINDOWS,
BY OTHERS
EXISTING CONCRETE
STRUCTURE
KEY PLAN
SCALE: N.T.S.
NEW 1x4xY" 6063—T6
ALUMINUM TUBE
2 PARTIAL ELEVATION
S1 SCALE: 3/8" = 1'-0"
EXISTING 4X4
STEEL COLUMN
NEW 1x4xV" 6063—T6
ALUMINUM TUBE
i
/
a
G'
1
S2
"F NEW WINDOWS,
BY OTHERS
I
.EXISTING CONCRETE
STRUCTURE
I SCANNED
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2 w St. Lino®�aai
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3
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PARTIAL ELEVATION.'
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S1 OF 2
STRUCTURE WAS DESIGNED BASED ON THE
FBC 2017, AND
—ASGE 7--1-0-170—MPH--(3—SEC—),-EXP-C
RISK CAT. 2.
INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN
ACCORDANCE WITH 503.1 OF THE EXISTING_
BUILDING CODE.
NOTES
1. TAPCONS SHALL BE ULTRACON BY ELCO ( 1 Y4" MIN. EMBEDMENT, 2 Y" MIN. EDGE DIST.)
2. ALUMINUM SHALL BE 6063-T6 MIN.
3. ALL FASTENERS SHALL BE GALVANIZED MIN, UNO.
4. WATERPROOFING, BY OTHERS.
5. OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE
6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE.
7. FOLLOW MANUFACTURER INSTALLATION AND APPROVED NOA.
8. STEEL COLUMN TO BE WRAPPED IN 15LB FELT PAPER (OR OTHER APPROVED ISOLATION METHODS)
TO SEPARATE DISSIMILAR METALS WITH ROOFER'S MASTIC AT ALL SEAMS.
9. NOTIFY THIS ENGINEER OF ANY DISCREPANCIES.
L 4" L
[V
- _ N"'
NEW 1x44" 6063-T6
_UMINUM TUBE
2 1 X4X3 8" CONNECTION DETAIL
12SCALE: 6" = 1'-O"
FASTEN CLIP TO ALUM. TUBE
W/ (3) #10 x 1" FH TEK SCREWS.
FIELD MODIFIED ALUM. TUBE CLIP
ATTACHED TOP AND BOTTOM TO:
*CONCRETE W/ (3) J"O TAPCONS
(ACHIEVE 1i" MIN. EMBEDMENT,
2j" MIN. EDGE DIST.)
CLIENT INFORMATION
3044 SW 42nd STREET
FORT LAUDERDALE, FL 33312
'IT FIR
�......si..'
PROJECT INFORMATION
10320 INVERNESS WAY
PORT ST. LUCIE, FL 34986
STEEL COLUMN PAD OUT DETAIL FOR
WINDOWS #9 & #10
Y6" ALUM.
BREAK METAL
USE 15LB FELT PAPER TO WRAP STEEL COLUMN
TO SEPARATE DISIMILAR METALS.
ROOFER'S MASTIC AT ALL SEAMS
NEW WINDOW JAMB
ATTACHMENT SPECIFIED BY
PRODUCT APPROVAL
NEW 1 x44" 6063-T6
ALUMINUM TUBE ATTACHED
W/ CLIPS TOP AND BTM,
SEE DETAIL 2/S2.
1
S2
SPECIALTY ENGINEERING
CONSULTANTS, Inc
1599 SW 30th AVE.
BEACH, FL 33426
— BROWARD — PALM BEACH
561 — 752 — 5440 OMCE
561 — 752 — 5542 FAX
NEW WINDOW JAMB
ATTACHMENT SPECIFIED BY
PRODUCT APPROVAL
NEW 1x44" 6063-T6
ALUMINUM TUBE ATTACHED
W/ CLIPS TOP AND BTM,
SEE DETAIL 2/S2.
EXISTING 4X4
STEEL COLUMN
h" ALUM.
BREAK METAL
T 1ry s
STEEL COLUMN PAD OUT DETAIL' s''
N
SCALE: 3" = 1'-O" -Q N 701
2 :�Zc
�o STATE 0
NA
S2 OF 2