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Lintel Type Designation
Rear Elevation
scale: 1/4" = 1'-0"
Right Elevation
scale: 1/4" = l'-0"
EXISTING
RESIDENCE
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Front Elevation
scale: 1/4" = l'-0"
Cast Crete Lintel Schedule
All Rebar to be #5 Grade 60 min.
MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS,
L-1
3'-8"
11809
481
6627
237
8F48-1B/lT
L-2
5'-10"
8328
265
4498
146
8F48-18/lT
L-3
4'-8"
9311
265
4594
146
8RF46-1B/1T
L-4
7 8"
6390
265
2494
146
8F48-1B/1T
Min. Beam depths shown, beams may be increased without comment
At Lintels over 24" deep provide (1) #3 vertical rebar
at 24"o.c. along length of lintel
Safe Load Table Notes
Installation Notes
1. All values based on minimum 4" nominal bearing.
Exception:. Safe loads for unfilled U lintels must
1.Installation of U lintels must comply with architectural
be reduced by 20% if bearing length is less than
and/or structural drawings.
6 1/2 .
2. U lintels can be Feld cut to the required length.
2. N.R. = Not Rated
3. Cast in place concrete may be provided in composite'.
3. Safe loads are superimposed allowable loads.
U lintel in lieu of concrete masonry units.
4. One #rebar may be substituted fof two #5 '
7 r,
4. The exterior surface of U lintels installed in exterior
concrete masonry walls shall have a coating of stucco
rebar 8 inch U lintels only.
.applied in accordance with ASTM C-926 or. other
5. All safe loads in units of pounds per, tinier foot.
approved coating.
6. All safe loads are based on simply supported) span.
n
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
6. Shore composite lintels as required.
7. U lintels are manufactured with a 5 1/2- long notch at
both ends to accomodate vertical celllreinforcing and
grout.
Composite U Lintel Materials
1. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to 11 inch slump.
2. Reber per ASTM A615 Grade 60
r0MIT2IX3
30030183P
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net area. compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area:. Very Heavy
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
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Window Head 8'-0"
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Project Data Building Data
Project Name: Fitness Room / Office Occupancy Type: Group R
Street Address: XXX Sable Lake Drive
Construction Type: V
City: Port St. Lucie
Number of Stories: One
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County: St. Lucie
Project Area: 975 s.f.
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State: Florida
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Building Code
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Scope of Work
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2020 Florida Building Code: Residential
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New one level attached CBS
2017 National Electric Code NFPA 70
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addition with structural footing
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and attached CBS privacy wall
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between the existing residence
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and the new addition
Area Tabulation
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Design Loads
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Total 975 s.f.
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Roof Live Load: 20.0 p.s.f.
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Floor Live Load: 40.0 p.s.f.
Total Cubic Volume: 10,692 c%.f.
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Wind Speed: 160 MPH
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Wind Importance Factor: 1.0
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Building Category: II
Wind Exposure: B
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
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25'-0"
15'-2" 4'-11'"
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Conc.
Pad
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23'-S"
Fitness Room
12'-0- Ceiling
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48-Tall C.B.S.
25 s.h.
25 s.h.
Privacy Wall
Egress
Egress L-4
5'-0"
12'-6"
12'-6"
Floor Plan
scale: 1/4„ = 1'-0"'
AC Cond. on
Cone. Pad
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date
revision
7/9/21
Distance from addition
to Main House from 7'
to 5'
drawn:
s.l..
checked
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date
5/10/21
scale
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Job number Ox
0A�2107
1^ sheet
p�OGO Gov; A-1
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comer bars at beam
(outside only) (2) corner
bars at footing (min.) —
vert. dowel lapped with
wall reinforcing, all all corner bars to be the
laps 30" (min.) in grout same size, number, and
filled cell spacing as horizontial bars
in footing, beams, and walls
Corner Reinforcing Detail
Alum. window corrosive resistant Satisfactory compaction test of fill does not verify: lower soils are n e even ve 1ca s ee as ren omi a rem a own
frame pour locations, drill 5' into concrete (no closer than 3 3/4'"
Tapcon concrete adequate. from edges and 5"" from ends of cap walls) Remove dust
3/8"" continuous bead of srews installed as per manufacturers instructions and use Two part epoxy to
caulk (back bedding) behind specified in window All specifications and dimensions to be verified by contractor. anchor the #5 rebar in place. Use either ""Hilti C-100"" or
shim to prevent liquid passage manufacturers product Simpson Epoxy -Tie. W
p approval All exterior slabs shall slope a minimum 1 /8"" per foot for drainage V
1/4- struct. shi window sill Z
set flange in continuous 2"" v.t'r' w
bead of caulk across the J
entire face of buck
perimeter caulk o
PLUMBING NOTES: w o
stucco finish "'•
Plumber to consult with contractor and equipment ordered LL
for rough in dimensions. C o
Gunable sealants shall comply Lu
with Alf
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ASTM C 920 Class 25 grade or ° Verify all dimensions with the floor plan. The floor plan
greater for proper joint expansion dimensions dictates all other dimensions on other sheets. l_ a
and contraction precast w•
cone. sill Do not scale drawings, if any conflicts arise, contact the
Architect or Engineer for clarification prior to construction. X
Typical Precast Conc. Sill Detail W.C.
All sanitary lines 2" or less shall have a slope of 1/4" per LU
SHWR.
3/8" continuous bead of All sanitary lines above 2 shall have a slope of 1/8" per
caulk (back bedding) behind
buck to prevent liquid passage c.o.
Plumbing contractor to provide a 4" Provide Anti -Scalding Valve in all showers.
water hammer & shut off valve at
set flange in continuous each fixture bead of caulk across the Lowest living area floor elevation (refered as 0.00') to be
entire face of buck Insulate all hot water linesset by a professional land surveyor to the required building
CBS to septic department elevation, but not less than 18" above the crown
em
ng Riser Diagram system _ -
embedment
° o at windows and min.
o m a °
&1 1/2 11 embedment at
H nr d a ° ° sl. gl. doors
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GENERAL FOUNDATION NOTES
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FORMWORK & SHORING
Concrete shall be a minimum of 4" thick over clean, compacted,
No structural concrete shall be stripped until it has reached at least 80% of
the 28 day design strength.
termite treated fill and 6 mil polyethylene vapor barrier.
If concrete slab contains 6" x 6" 10/10 WWM provide 1" coverage
Design, Erection, & Removal of all formwork, shores, & reshores shall meet
meet the ACI Standards 347 and 301
Concrete shall have at minimum compressive strength of not less
than 3,000 p.s.i.
Contractor to verify all building setbacks prior to the start of construction.
A formboard survey shall be submitted to the building department for
All 90% hooks are to be extended 10" minimum beyond the turn.
approval prior to pouring concrete.
Field bends are to be done cold and the diameter of the bend,
measured on the inside of the bar, is not to be less than six
bar diameters.
SOIL STATEMENT:
Minimum coverage for rebar shall be 3" in footings and 1 1/2" in
Foundation has been designed for a soil bearing capacity of 2000 p.s.i.
Fill shall be laid in layers of 6". Each layer to be compacted to 95%
bond beams. Hooks may be rotated horizonitally if required to
compaction.
achieve minimum coverages.
Reber overlap shall be 48 bar diameters. 30" for #5 rater
If the contractor encounters, while digging the foundation, any
discrepancy to suggest the soil may be inadecuate, he must
The foundation design assumes that the soil has a minimum
immediately report it to the owner and the Architect or Engineer
- load carrying capacity of 2000 p.s.f.
so as to order a soil boring test.
In the event the soil bearing capacity falls below 2000 p.s.f. This
DOWel Rod Repair Note
foundation plan may be superceded by Foundation Design Engineer.
I th t I t I h b 'tt d f th d
5'-0'
25'-0"
Not to Scale
2'-4" 5'-2- T-0- 5'-0" T-2" 2'-4'
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OVER .006 VAPOR BARRIER
ON CLEAN, COMPACTED,
TERMITE TREATED FILL
ASSUMED F.F.E. 0.00' -1�-
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Structural
Footing
attached
to the existing
wall and
foundation
5,-0."
5,-0-
4,-0„
T-0'
4,-0",
5,-0,"
Not to Scale
stucco finish
Foundation
& Footing Plan
perimeter caulk
'
scale:
1 /4"" max, struct. shim
Attach p.t. bucks
with 8d coil nails at
caulk
12`o.c.
attach as per
Typ. Alum. window
manufacturers
jamb or sliding glass
product approvals
F_1
F_2
door jamb
Recess 4' at Shower
18" x 16" mono. footing
8""
NOTE: Method of attachment and
Gunable sealants shall comply with
with (2) #5 rebar Cont.
—
waterproofing procedures are the
ASTM C 920 Class 25 grade or
1 4"' 4'1—
same at poured concrete sill. greater for proper joint expansion
and contraction
Coat Bucks with DryLock Waterproofing
after they have been installed and Chaulked
Window &'Door Flashing Detail at CBS Wall
Includes Buck Attachment Method
16"
MONO. EDGE FOOTING
F-3
18- x 12" Spread footing
with (2) #5 rebar cont.
Grade CBS'
wan
6-
12"
18"
PRIVACY WALL', FOOTING
18"
TYP. SHOWER
RECESS
(1) #5 HORIZ. REBAR IN
GROUT FILLED COURSE
(2) COAT STUCCO ON
ALL VIEW SURFACES
16,"
8x16x8C.M.U.
WITH #5 VERT. DOWEL
IN GROUT FILLED CELLS
GRADE
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data revision
7/9/21'' Distance from addi
to Main House fror
to 5'
drawn
sd.
checked
s.l.
date
5/10/21
scale
as noted.
job number
21017
sheet
A-2
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STRUCTURAL NOTES:
GENERAL ROOFING NOTES
All reinforcing steel shall be high strength billet steel and shall
Roofing to be composed of and attached to pre manufactured
conform to ASTM A-615 grade 60 specifications. Lap continuous
wood trusses as follows:
reinforcing 48 bar diameters or 30" in beams and in slabs. Lap
Felt underlayment (min. ASTM 0 226 Type [0 with 4"' min. side and
bottom steel over supports and top steel at midspan.' Hook
end laps, fasten with coorosion resistant annular ring shank nails
discontinuous ends of all top bars. Reinforcing steel shall have
at 6'"o.c. in laps and in staggered rows spaced 12-o.c. in field.
a minimum of 1" concrete cover, or as follows:
If roof pitch is < 4/12 install (2) layers 15# felt.
If roof pitch is 4/12 or greater, install (1) layer 30# felt.
BOTTOM TOP SIDES
5/8" c.d.x. sheathing or equal installed with staggered joints & GI clips,
Beams: 1 1 /2" 1 1 /2" 1 1 /2"
nailed to trusses with 84 corrosion resistant annular ring shank nails
Slab on Grade: 1 1 /2- ill
spaced max. 6"o.c. throughout, except max. 4"o.c. at gable ends. _
_
Structural Poured: 3/4"r 3/4" _
Poured Walls: _ 3/4"
All roof trusses are to be pre -manufactured assemblies provided by
_
Slabs exposed
a licensed wood truss fabricator with seperate drawings and data
prepared for actual project conditions by a Florida registered
to the weather 3/4"" 1" _
professional engineer certified for truss design. Any deviation from
the proposed plans as shown regarding placement or bearing shall
Reinforcing steel shall be detailed and fabricated in accordance
be brought to the attention of the truss engineer prior to fabrication
with the ""Manual of Standard Practice of Detailing Reinforcing
of the trusses. The truss manufacturer's certified layout shall govern
Concrete Structures and the current "ACI Building Code 318""
after fabrication.
All structural steel shall conform to current ASTM Specification A-36
The handling, erection, and fixing of wood trusses shall be in
accordance with the specifications contained on the certified mfgr's.
drawings and data.
All wood in contact with masonry shall be pressure treated or approved
separating material.
All engineered headers and truss hangers to be provided by the
truss manufacturer.
All dimensions shall be verified in field by the contractor. If there are
Splitting or cracking of structural components due to installation of
any discrepancies the Architect or Engineer shall be notified before
hardware is not permitted.
proceeding.
Unless otherwise noted, the installation of specified hardware shall
No slum over 5"" shall be permitted for an structural concrete without
P P y
conform to the truss manufacturers installation instructions and
standard practice.
the Architect or Engineer approval.
All Design and Construction shall be inaccordance with the current
BUCK ATTACHMENT NOTES
American Concrete Institute (ACI). and the American Institute of Steel
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Construction (AISC), The Florida Building Code and all applicable
AT DOORS USE P.T. PINE OR SPRUCE AND ATTACH
local codes.
_
TO BLOCK WITH 1/4" DIA. TAPCONS INTO C.B.S.
SET AT 6" FROM CORNERS AND AT 12"o.c. MAX. scale
Structural Concrete shall attain a minimum ultimate compressive strength
(Fc') in 28 days as follows:
AT WINDOWS USE P.T. PINE OR SPRUCE AND ATTACH
BUCKS TO BLOCK WITH 8d CASED HARD COIL NAILS
Column Footing and Wall Footing: 3000 p.s.i.
OR "T" NAILS" 4" FROM ENDS AND 12"o.c.
Column and walls from foundation to roof see column schedule
All other concrete: 3000 p.s.i. USE WOOD SHIMS MINIMUM DURING DOOR INSTALLATION L V U U W W W W r W W LU U U U I j
✓j N N N N N N N N N N N N
Footing sizes and reinforcing are based on allowable soil bearing
SHEATHING NAILING NOTES
capacity of 2000 p.s.i. All footings shall bear in virgin Soil. If this
is not the case, the Architect or Engineer shall be notified before
proceeding with the work.
Nailing Pattern
Timber (Heavy Timber Construction)
Zone 1: 8d at 6"o.c. field & 4"o.c. edges
(a) Truss manufacturer shall submit a signed and sealed shop
Zone 2E & 2R: 8d at 4"o.c. edges & field
drawings by a registered Engineer.
Zone 3: 8d at 4"o.c. edges & field
(b) Wood rafters to have a Stress Grade of Fb=1200 p.s.i.
(c) Roof members should be secured to the beams or other
Pneumatic Nails
structural components with hurricane anchors for wind uplift.
Pneumatic or mechanicaly driven nails will
All wood members shall have a minimum fiber stress in bending
be accepted under the following conditions:
of 1200 p.s.i. with 1/360 max. deflection.
Min. nails size 8d or larger ring shank with
All bolted connections shall be 1/2" Cadmium plated or better.
Min. shank diameter...113
Min. Length: 2"
Min. Head Diameter:.280 Full Round
Lag bolts to be used only in shear connections with minimum
Min. Ring Diameter .012 over shank dia.
4" threaded penetration past steel plate.
Min.16 to 20 Rings per Inch
Lag bolted conditions shall be drill tapped no larger than the
Note
internal thread diameter and shall not be hammer driven.
Gun nails shall be permitted as an
Under Girder Trusses provide equal number of studs as girder
acceptable fastener from any manufacturer
plys at framebearing locations
Wood screws meeting the same size requirement
--raxmay be used in lieu of nails without comment
GENERAL REQUIREMENTS
Nailing Schedule
All work to be as per the current edition of the Florida Building Code
ROOF & FLOOR DIAGRAM
and meet or exceed all applicable local requirements.
Use sheathing with #8 gun nails at 6"o.c.
at supported panel edges and #8 gun
General contractor is responsible for all labor, materials, utilities, testing,
nails at 6" o.c. at intermediate supports.
waste removal, storage, securing of site, accomodation, transport/freight,
_
and all other cost related to the completion of this project., unless explicitly
ROOF SHEATHING TO GABLE END FRAME it
identified Here.
Use #8 gun nails at 4"o.c. ce
Owner is responsible for all municipal related charges such as impact
fees, and water connection, except building permit fees, which are to be
EXTERIOR SHEATHING
included in the construction bid.
Use #8 gun nails at 4"o.c. at panel edges
and #8 gun nails at 4"o.c. at panel top and
General contractor to check all drawings for errors and ommissions and
bottom and 6"o c in field
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
THRESHOLD NOTE
damages or costs shall be born entirely by the general contractor.
At egress door (see floor plan) the max. hgth.
Architect is not responsible for the contractors method or means of
of the threshold shall be 1 /2"
construction.
General contractor is to keep the site in a clean and safe state through
out the course of construction. On building turnover, general contractor to
clean all surfaces so as to be free of dust, grease, stains, scuffs, etc.
Unless otherwise noted, the installation of specified hardware shall
conform to the manufacturers instructions and standard practice.
All plans and drawings are not considered complete until they have been
Connector Schedule
Truss
Bearing
Truss
Connector
Cnty,
Connector
Fasteners
Point.
Uplift
ID
Uplift
All
trusses
ALL
<1100
HETA20
1
1810
(9) 10d'x 1 1/2""
to CBS
reviewed and approved by the St. Lucie County Building Department
and the building permit has been issued.
Connector Notes:
EXTERIOR CEILING & SOFFIT NOTE
7/8" Stucco finish over 3/8" high ribbed galy. wire lath fastened to Do not substitute connectors
framing members with No. 11 guage nails with 1 3/4- embed. with 3/8"
dia. head 6" o.c, max. edges to be tied and nailed at 9"o.c. Do not sheath trusses before all Straps are in place
Install one layer of 15# felt to framing prior to installing ribbed lath
Attach valley trusses and piggy back trusses, if present,
INTERIOR WALL FRAMING NOTE to main trusses per truss manufacturer drawing.
Interior non bearing walls to be 2 x 4 studs 24"o.c. Truss to truss connection by truss company, installed
Spruce, Pine, Fir (SPF) #3 Grade lumber or better per manufacturers specs.
or metal studs (25 Ga) Crimper may be used in
lieu of screws. Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.hf.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
1'0516"
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Roof Framing Plan
scale: 1/4" = 1'-0"
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CONCRETE TILE ROOFING
ON PEEL & STICK UNDERLAYMENT
OVER 5/8" C.D.X. PLYWOOD
USE METAL CHANNELS 12
AT RIDGE LOCATIONS SEE CONNECTOR 6
SCHEDULE
PRE ENG. WD.
TRUSSES 24" c.c. ICYNENE INSUL.
R20
GALV. DRIP EDGE ON -
Ix2P.T.ON2x8
WOOD FASCIA 1
STUCCO SOFFIT
2'-0"
LEVEL RETURNS
BY TRUSS MFG.
PROVIDE-CASTCRETE"
PRECAST LINTELS ABOVE
ALL OPENINGS
TWO COAT
STUCCO FINISH
OVER CBS
3/4" INSULATION BRD.
ON C.B.S. AND 1 x 2
FURRING 24"o.c. (R5.0)
1/2" GYP. D.W.
1 x 4 P.T.
FIRESTOP
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743000# FIBERMIX CONC..006 VAPOR BARRIERLEAN, COMPACTED,
TEMITE TREATED FILL
Typical
yp cal Wall Section
Ceramic Tile
Shall be installed in accordance with ANSI A108.1, A108.4, A108.5
A108.6, A108.11, A118,1, A118.3, A136.1, & A137.1
Ceramic Tile Backer Board
Material used as backers for wall tile in tub & shower areas shall N
be Glass Mat gypsum backing panel, Fiber reinforced gypsum panels, 0 p
Nonasbestos fiber cement backer board, or Nonasbestos Fiber matFIE
reinforced cementitious backer units installed per manufacturers specs. (1)
Gypsum Board & Gypsum Panel Products c
m (1 :n
Materials and accessories shall conform to ASTM C22, C475, C514, C1002 0
C1047, C1177, C1178, C1278, C1396 or 01568 and shall be installed in accordance > U
with the provisions of Section R702.3.1 FBC. Adhesives for the installation gypsum (n bb •0
board & Panel products shall conform to ASTM C557. 0 bB (:)3
(1) J
a
2 x 4 hottnm nnrd hranina
Bottom Cord Lateral Bracing
crawn
51
checked
S.I.
date
5/10/21
scale
as noted
job number
21017
sheet
A-3
Smoke detectors wired to 120V Bathroom lights
ELECTRICAL LEDGEN�
Non Switchable, Non GFI
Electrical contractor to Verify all equipment loads prior to
O RECESSED LIGHT WITH LENS ® EXTERIOR & WET LOCATIONS
start of construction. Electrical contractor to recalculate
electrical schedule if loads are to be modified
SURFACE MOUNTED. LIGHT. FIXTURE
----E) SURFACE MOUNTED FLUORESCENT LIGHT FIXTURE
Notes
Electrical Notes
OVER CABINET FLUORESCENT FIXTURE
O RECESSED INCANDESCENT LIGHT FIXTURE WITH EXHAUST FAN
1. All loads to be checked by'a Florida Licensed Electrician
CEILING FAN WITH LIGHT OPTION
CARBON MONOXIDE ®
2. All work to meet the National Electrical Code
a '.. EXHAUST FAN OUTLET. - SMOKE DETECTOR
3. Calculations and panels below are for sizing conduit and overall
O MOTION SENSOR
THERMOSTAT ON SWITCH
building load requirements Only',
®
DUPLEX OUTLET - SWITCHED DOOR CHIMES
4. All conductors to be copper; all Insulation to be THHN. Conduit as
DUPLEX OUTLET SMOKE DETECTOR "
follows: PVC below ground, Rigid from underground to service box
y 220 V OUTLET
for exterior lights on building; AC, MC, or EMT conduit elsewhere.
{, TELEVISION
SWITCH.
5. Ensure min. 36- clear between equipment and disconnects, Typical.
yrw THREE WAY SWITCH d TELEPHONE
�- DIMMER: SWITCH J. PUSH BUTTON
D
'.. NOTE:: RECEPTACLES IN BATH AREAS TO BE 46'" A.F.F.
ALL 120V !SINGLE PHASE 15 & 20AMP BRANCH CIRCUITS SUPPLYING
OUTLETS',THAT ARE NOT GFCI MUST BE AFCL
Wall
TAMPER PROOF RF..CEPTICALES MUST BE INSTALLED IN 120 VOLT, SINGLE
PHASE. 15";&20 AMP BRANCH CIRCUITS
--
OWNER To CORRDINATE. LOCATIONS OF TELEPHONES AND TELEVISIONS
Electric contractor t0 Verify
IN FIELD WITH CONTRACTOR
that the existing house panel Existing
can accommidate the new load
requirements Existing
Electric
O
Electrical Load Calculations
Panel
Mein Disc.
975 Living''S.F. at 3 VA 2,925 watts
Panel: 60 A.M.C.B. New
One Bath 1500 watts
1 g 3W 10 Circuit 60 Amp
120/240 Volt Sub Panel (3) #4/0 (THIN) copper
Water Heater 2000 watts
and (1) #2 ground (THIN)
copper in 2 ge{v. conduit
Total 6425 watts
5/8" dia. x 10'-0"
One AC Heat at 100% 7,000 watts'
F.P.L. service
long ground rod 3/4" copper
water pipe
Total 13,425 watts
13,425 W / 240 V = 56.0 Amps
Use 60 Amp Sub Panel
tie ground wire
to footing rebars
Electrical .Riser- Diagram
a
PRODUCT APPROVAL
Approval
Product
Model Number
Manufacturer
Glass
Attachment Method
Building Rated
Product Rated
Number
Type,
Design Pressures
Design Pressures
Head & Sill: 5"max. from corners &''13"o.0. Jambs: 5"max.
FL# 14604.7
S.H. Windows
FWI 1000 SH
Eastern Architect.
Impact
from corners & 12""o.c. max.
Use 1/4" Tapcon with 1 1/4- embedment,
+38.7 -50.5
+/- 75.0
into GFCMU.
FL# 14632.6
Mullion
Vertical Mullion
Eastern Architect.
NA
(4) 1/4-Tapcon with 1 3/4"min. embedment to masonry
at each clip.
+38.7 -50.5
+/- 60.0
FL#: 13459.7
Swing Doors
Fiberglass
Therma Tru
Impact
6" from corners & 14.5"o.c. at Jamb$.
Tapcon with 1-1/4
Use i/4` " embedment into GFCMU.
+38.7 -42.1
+/- 50.0
FL#: 7849.4
Roofing
flat (Bermuda)
Boral Tile
Adhesive Set
-45.0
-102.3
FL#: 5259.1
Underlayment
Polystick TU Plus
Polyglass USA
Direct bond to deck
-45.0
-135.0
Wind Zones - Walls
0 1
Roof Wind Zones
:14
under
nder
:er heater
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J
F- °-
date revision
7/14/21 Addition wiring
to Main Panel
drawn
$1
checked
s.l:
date
yi4/21
scale
as noted
job number
21W7
sheet
A-4