HomeMy WebLinkAboutAPPROVED Plans2INSPECTOR NOTE:
STRUCTURE WAS DESIGNED BASED ON THE
2017 FLORIDA BUILDING CODE AND
ASCE 7-10, 170 MPH (3 SEC), EXP. C.
_RISK CAT. 2.
EXISTING FASCIA TO
REMAIN NO CHANGES
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INSPECTOR NOTE
REPAIRS ARE OF A LEVEL 1 ALTERATION IN
ACCORDANCE WITH 503.1 OF THE EXISTING
BUILDING CODE.
i
EXISTING WOOD TRUSSES
@ 24" 0/C, NO CHANGES
EXISTING CONCRETE BEAM, NO CHAN
a NEW SYP No. 2 PT 2x8 FASTENED TO EXISTING
RAFTER W/ (3) #120 SDS SCREWS AND TO
EXISTING CONCRETE BEAM W/ SIMPSON HGAM10
AND (4) J"Ox1j" SDS SCREWS TO TRUSS AND
(4) J"x2j" TITEN 2 ANCHORS TO CONC BEAM
CLIENT INFORMATION
FLORIDA HOME IMPROVEMENTS
3044 SW 42nd STREET
FORT LAUDERDALE, FL 33312
Z /1 \N REPAIR DETAILS 2/9/2021
SYP No.2 2x6 HEAD PLATE FASTENED TO EACH 2x8 \
a W/ SIMPSON A34 AND (4+4) 10dxl�" HDG NAILS
SYP, No.2 2x6 HEAD PLATE FASTENED TO
,jT CONC BEAM @ END W/ W/ SIMPSON HGAM10 244" VIF
AND (4) j"0x1j" SDS SCREWS TO TRUSS AND ANGLED NTS
PROVIDE 15# FELT PAPER (4) J"x$' TITEN 2 ANCHORS TO CONC BEAM
TO SEPARATE PLYWOOD
AND CONCRETE, TYPICAL (2) LAYERS OF J" CDX PLYWOOD TO FIT FOOTPRINT OF
EXISTING BAY WINDOW. FASTEN TO CONC BEAM W/ (2)
ROWS OF "'Ox2j" TAPCONS 0 8" O/C AND TO 2x6
I BLOCKING W/ #14xq" SDS SCREWS @ 6" O/C, STAGGERED
NEW WINDOWS AND MULLIONS BY OTHERS. SEE 1/S1
3—COAT STUCCO FINISH OVER TYVEX (2) SYP No. 2 2x4 SILL PLATE
AND PAPER BACKED WIRE LATH. SIMPSON LSTA18 BAY CORNERS
MATCH EXISTING FINISHES AND CONDITIONS.
SECURE LATH W/ HDG NAILS," HEAD, W/ (14) 10dx2" HDG NAILS
DRIVEN TO FULL PENETRATION AND NOT LESS SIMPSON SPH4 @ SILL PLATE W/
THAN 2 NAILS / SQUARE FOOT. (6 10dxli" HDG NAILS
19/32" PLYWOOD WALL SHEATHING NAILED SYP No. 2 2x4 STUDS @ ENDS AND 16
W/ 8d RING SHANK NAILS 6" 0/C TO ALL O/C FASTENED TO SILL PLATE W/ SIMPSON
MEMBERS AND 4" 0/C IN CORNERS. SPH4 AND TO BTM PLATE W/ SIMPSON A34
J" GYPSUM WALLBOARD.
MATCH EXISTING CONDITIONS SIMPSON A34 W/ (4+4) 10dxl�" HDG NAILS
R-19 BATT INSULATION
EXISTING CONCRETE FOUNDATION SYP No. 2 2x4 PT BTM PLATE
AND SLAB. NO CHANGES FASTENED TO CONC SLAB W/
TAPCONS ®8" 0/C, STAGGERED
0
2 REPAIR SECTION
03 SCALE: i —1/2" = 1'-0"
PROJECT INFORMATION
RAIVELY RESIDENCE (1159416)
5902 KILLARNEY AVENUE,
FORT PIERCE, FL 34951
BAY WINDOW REPAIR
SPECIALTY ENGINEERING
CONSULTANTS, Inc
61 NEF,p�y
1599 SIN 30th AVE.
SUITE
BOYNTONOBEACH, FL 33426
ti
DAM — BROWARD — PALM BEACH
Out
FL. CA. 1009217
561 — 752 — 5440 OFFICE
561 — 752 — 5542 FAX
NOTES
1. TAPCONS SHALL BE ULTRACON BY ELCO
( 1 X" MIN. EMBEDMENT, 2 hi" MIN. EDGE DIST.)
2. ALUMINUM SHALL BE 6063—T6 MIN.
3. ALL FASTENERS SHALL BE GALVANIZED MIN.
4. WATERPROOFING, BY OTHERS.
5, OPENING SIZE AND STRUCTURE LOADING DOES NOT CHANGE
6. PROVIDE BARRIER BETWEEN ALUMINUM AND CONCRETE.
7. PROVIDE BARRIER BETWEEN ALUMINUM AND WOOD
S. ALL WOOD TO BE SOUTHERN YELLO PINE, No. 2, AND PRESSURE TREATED U.N.O.
9. NOTlFY THIS ENGINEER OF ANY DISCREPANCIES.
244" VIF
494 VIF ANGLED NTS
I
I�'
Q0
= 1
N.
1 PARTIAL ELEVATION
S3 SCALE: 1 /2" = 1'-0" 1
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