HomeMy WebLinkAboutDoor to Window Repair DetailsGarage
Existing Sliding Glass
Door to be removed and
Li
In opening to be filled in to
g 6068
receive a new window
R
Om S.G.D. Existing Header
to remain
Light &
Switch'
Existing
C.B.S.
Existing Header 1,
to remain
Block
Walls
ry]
Existing Floor Plan
Scale: 1/8' = V-0""
8,-0„* TOB _
Existing Header to remain
Existing C.B.S.
6;-8„ Btm. of Existing H_dr.
_
Block Walls
Orie
#5 Horiz. rebar in
G11out
Filled CBS course
Precast Cono. Sill or
Masonry Opening
Drill
and Epoxy ends into
2500# Cast In Place
for 72" x 26" Window
existing
Jambs
Sill
5r rDrill d
rebar
New Floor Plan
':':':-:..-.-.---:—
--....... - =-__.-
_�
Epoxy
-into t
theexisting
„sting
amb 5""and ex into
Scale: 1/4 = V-0
...... .'.:.
...':
Filled
Grout 'i ed CBS 5" ew Gro
. : .
YPical
5
5""
se Two-part epoxy to
.. .:
nchgr the #5 rebar in place.
Simpson
Epoxy -Tie or Hilti 0-100
c=
New CBS In Fill
., _c
Existing
Existing
C.B.S.
C.B.S.
"
r
Grout
i
Filled
0.00' FFE — _
EXISTING ROOF
ASSEMBLY TO
REMAIN
i
In Fill Detail
Scale: 3/4" V-0"
EXISTING
DRYWALL
1 x 2 P.T.
FIRESTOP
WINDOW
EXISTING BOND BEAM
ABOVE DOOR OPENING
TO REMAIN
2500# CAST IN PLACE
OR PRECAST SILL
6068 8 x 16 x 8 C.M.U.
S.G.D. (SEE IN FILL DETAIL)
TWO COAT
1 x 2 P.T. FURRING 24"o.c. STUCCO FINISH
R4.2 FOIL INSUL
Existing Elevation
OVER FURRING
Scale: 3/16" V-0"
1/2" GYP. D.W.-"..
1x2P.T.
FIRESTOP
New Window
0.00'- FFE —
I GRADE
—
I
I
I New In Fill I
I ( EXISTING CONC.
I I FOUNDATION
New Elevation Wall Section
Scale: 3/16" = V--0" Scale: 3/4" =1'-0"
C.M.U.
the
ling
i�
,5
ro
3
in
vi
ad
U
3
Z
Scope of Work
Design Loads
Remove the existing Sliding Glass
Roof Live Load: N.A.
Door and replace with a new Fixed
Floor Live Load: N.A.
Glass Window (72 x 26 "). Fill in the
Wind Speed: 160 MPH
Remainder of the opening with CBS.
Wind Importance Factor: 1.0
Building Category: II
Building Code
Wind Exposure: B
Internal Pressure'Coefficent: .18
2020 Florida Building Code: Residential
Structure Designed: Enclosed
2020 Florida Building Code: Existing
Soil bearing capacity: 2000 p.s.f.
Buildings: Alteration Level II
Building Data
Occupancy Type. Group R
Construction Type: V
Number of Stories: One
Product Approval Affidavit Form
Category
Approval
Numbers
Manufacturer
Model Number
Glass
Type
Attachment Method
Building Design
Product Rated
Pressures
Design Pressures
WINDOWS
Head & Sill: 6- from comers and 12.5"o.c. Jambs: 6-
HOrIZ. Slider'
FL#: 16735.1
Custom Window
Systems
HS-8200
Impact
from corners and 17"o.c. and 3"& 6"on each side of
meeting rail at Head and Sill. Use 3/16"Tapoons with
+ 33.5 -44.8
+/- 50.0
1 1/4-embedment into concrete. I
3/8" continuous bead of
caulk (back bedding) behind
buck to prevent liquid passage
set flange in continuous
bead of caulk across the
entire face of buck
_,. CBS
a a . Min. 1 1/4" embedment
° ° , at windows
Q C ° °
a c
° 1/2" drywall
I
GENERAL REQUIREMENTS
All work to be as per the current edition of the Florida Building Code
and meet or exceed all applicable local requirements.
Genaf aT contractor to check all drawings for errors and ommissions and
bring them to the attention of the architect prior to starting any work, or
ordering any materials of the respective division of work. if such errors
and ommissions are not reported in writingto the architect, any resulting
damages or costs shall be born entirely by the general contractor.
Architect is not responsible for the' contractors method or means of
construction.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standardpractice.
All plans and drawings are not considered complete until they have been
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
stucco finish
STRUCTURAL NOTES:
1/4"" max. struct. shim All reinforcing steel shall be high strength billet steel and shall
perimeter caulkJ conform to ASTM A-615 grade 60 specifications. Lap continuous
caulk reinforcing Attach p.t. bucks g 48 bar diameters or 30"" in beams and in slabs. Lap
with 8d coil nails at 7attach as per bottom steel over supports and top steel at midspan. Hook
12-o.c. manufacturers discontinuous ends of all top bars. Reinforcing steel shall have
product approvals a minimum of 1 "concrete cover, or as follows:
Typical window BOTTOM TOP SIDES
jamb Apply LWM200 Liquid Applied Waterproofing
on all jambs and 8"on the face of the CBS Beams: 1 1/2" 1 1/2" 1 1/2"
around window opening. Slab on Grade: 1 1/2" 1"
NOTE: Method of attachment and Gunable sealants shall comply with Structural Poured: 3/4" 3/4" _
waterproofing procedures are the ASTM C 920 Class 25 grade or Poured Walls: _ _ 3/4"
same at poured concrete sill. greater for proper joint expansion Slabs exposed
and contraction to the weather 3/4- ill
Reinforcing steel shall be detailed and fabricated in accordance
Window & Door Flashing Detail at CBS Wall with the "Manual of Standard Practice of Detailing Reinforcing
Includes Buck Attachment Method Concrete Structures`" and the current "ACI Building Code 318"
All structural steel shall conform to current ASTM Specification A-36
window All wood in contact with masonry shall be pressure treated or approved
frame corrosive resistant separating material.
Tapcon concrete
3/8" continuous bead of srews installed as All dimensions shall be verified in field by the contractor. If there are
caulk (back bedding) behind specified in window any discrepancies the Architect or Engineer shall be notified before
shim to prevent liquid passage manufacturers product proceeding.
approval
1/4" struct shi
window sill All Design and Construction shall be'inaccordance with the current
set flange in continuous American Concrete Institute (ACI). and the American Institute of Steel
bead of caulk across the Construction (AISC), The Florida Building Code and all applicable
entire face of buck local codes.
perimeter caulk Structural Concrete shall attain a minimum ultimate compressive strength
stucco finish (Fc') in 28 days as follows:
Column and walls from foundation to roof: 3000 p.s.i.
e :r All other concrete: 3000 P.S.I.
a sealants shall comply with
ASTM C 920 Class 25 grade or e. ° n All wood members shall have a minimum fiber stress in bending
ASTM e .
greater for proper joint expansion of 1200 p.s.i. with 1 /360 max. deflection.
and contraction
precast
cono. sill BUCK ATTACHMENT NOTES
Apply LWM200 Liquid Applied Waterproofing
on all jambs and 8"on the face of the CBS AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
around window opening. BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
Typical Precast Conc. Sill Detail OR "T" NAILS- 4" FROM ENDS AND 8"o.c.
drawn
8.1.
checked
I
s.I.
date
1/26/2021
scale
as noted
job number
21004
O
sheet
A-1
REVIEWED FOR
_0
O E COMPLIANCE
T LUCCIE COUNTY
BOCC