HomeMy WebLinkAboutCurrier Plans 9-2-20E LJ
L C S E 7
PLEASE NOTE ALL STUCCO
PAINT COLORS, ROOF TILES AND FASCIA DETAILS TO YIATCl— EXISTING;.
PARTIAL REAR E L E V
12
5 MATCH
EXISTIN
5/8" thick light textured
stucco on typical concrete
block construction
MATCH EXISTING
PARTIAL LEFT SIDE
4" concrete slab with fibermesh OR
6"x6" 410/10 WWM on � mil Visqueen over
clean compacted termite treated fill
m
16"w x 16"d concrete monolithic
footin with (2) #5 bars tort.
and 49 transverse bars at 32" O.C.
- — — -
I
Fill cell witaoncrete and
(1) #5 bar ert. (typical).
I Max. spa shall not exceed
.
40" unless /otherwise noted
see foundation plan notes for C
spacing at/ openings
N
C
I
/
CL SET i M
C
13'-2"
new 2 x4 wall with 1/2" drywall
EXIST
MASTER
Dowel #5 bar x 12" long 6" into
existing slab and set in Hilti HIT
RE500 adhesive (or equal) at 18" o.c.
for slab to slab connection and settlement
resistance.
AC CLOSET SPACE
Digitally signed
by Daniel Braden
Date: 2020.09.02
14:43:19-04'00'
PERMiTTING INFORMATION (FORM 100)
L ALL
LLL
Florida Building Code Residential: 6TH Edition and ASCE 1-10 for Wind Loading
Building Design is: Enclosed Risk Category: iI Wind Speed: 160 mph ultimate
Mean Roof Height. 12'-4" Roof Pitch: 5:12
Internal Pressure CoeFFic ent: +0.I8
Subjectability to damage from. Weathering: Negligible Termites: Very Heavy
Width of Roof End Zone.
Wind Exposure Classification: B
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE 1-10 Section 2A DL+LL; DL+0.6WL; 0.6DL+0.6WL
0 = Roof Zone I
Exp Height Ad j Factor: 1.00 x Load Combo Factor 0.6 = 0.4 applied below
walls Zone 4
Components t Cladding Wind Pressure (NET) Roof Zone: I. +1-1.0/-2-1.0 psf
0 = Roof Zone 2
Roof Zone: 2. +I�.O/-48.0 psf
Walls Zone 5
Roof Zone: 3. +1-1.0/-10.0 psf
END ZONE
Components t Cladding Wall End Zone Width: 5'-6"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +30.0/-32.0 psf
= Corner Zones
Wall Zone: 5. +30.0/-40.0 psf
Roof Zone 3
Components t Cladding Wind Pressure (NET) on Garage Door: N/A psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? Yes
Are Components an Cladding Details Provided? Yes
Minimum Soil Bearing Pressure:2,500 psi, Presumptive: X By Test: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: BOTH: NEITHER: X
KOO
o �IA`�0�� W o o 4 D'e o
® 00
a Qa9770
O
Ad/
Product Approval Submittal Affidavit
Product
NOA FL
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Maximum
Design Pressure
of Approved Tests
Roof
18-0509.15
Barcelona 900
ROOF TILES
Boral Roof Tile
over Boral Tile Seal roofin s stem installed
g yy
per # 18.0502.03 over 19/32" CDX plywood sheeting
attached per sheeting attachment diagram on roof plan.
Siding
STUCCO
ON BLOCK
5/8" Thick light textured stucco on typical
Concrete block construction
Soffit
STUCCO
ON LATH
5/8" thick stucco on 3/8" Hi -Rib lath attached to
horizontal and vertical wood framing with nails or staples to
provide no less than 1 3/4" penetration into horizontal
wood framing and 3/4" penetration into vertical framing
ALL Product Testing bg: Miami -Dade Countg Building Code Compliance Office / Product Control Division
I have reviewed the above and approved it by my seal below. ( Architect or Engineer of Record )
REMOVE EXISTING WIN OW
CUT AND REMOVE EXIT KNEE WALL
INSTALL NEW 2'-8" SC 2 PANEL DOOR
exist
closet
FLOOR PLAN POu DAT1C FLAN
TYPICAL NOTES: SCALE 1/-4" = I'-O"
FOUNDATION NOTES: 1. Contractor to verify ALL notes and dimensions prior to
1. A n charges to Tans must be submitted to the architect proceeding with work.
� g p 2. Contractor to STRICTLY enforce ALL OSHA Requirements.
for approval before proceeding With construction. 3. ALL Lumber to be used as Beam, Rafters, etc... to have
2. Contractor shall be responsible for verification of all a minimum 1,-400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
notation and dimensions before starting construction. S. ALL Concrete used for Slabs Shall be 2500 PSi concrete, and
3. Soil conditions assumed to be 2S00 psf. Should ang other conditions beALL Concrete used for vertical filed cells, continuous. tie beams etc.. to
encountered, the architect shall be notified in writing for revision shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
L Drywall at ceilings shall be leveled and attached to bottom chord
�. ALL Reinforcing steel shall be grade �O, muting ASTM A-1� and of trusses with screws.
A-3� specifications. ALL Anchors to be-30� steel. 1. ALL wood in contact with concrete shall be pressure treated.
8. ALL Wall dimensions are nominal and not finished wall or stud dimensions.
S. Provide a minimum of 3" concrete protection at footings and
1-1/2 concrete protection at beams for ALL reinforcing bars. ELECTRIC NOTES:
�. Contractor to provide the Architect with truss shop drawings including i. Use copper wire only, no aluminum.
ALL truss cut Sheets showing ALL truss reactions prior to START 2. Provide and wire all required smoke detectors.
OF: FOUNDATiON WORK for strap and footing size verification. 3. Contractor to verify location of electrical service and provider
4. Recessed cans to be installed per NFPA requirements.
S. ALL Branch Circuits that supply 125v single phase 15 amp or 20 amp Outlets
shall be protected by Combination -Type AFCi Circuit Breakers.
M,4TCH EXISTINC-;
Boral Roofing Barcelona 900 concrete tile
NOA1$ 18-0509.15 nailed to decking with
(2) IOd ring shank nails over Boral tile seal NOA 18-0502.03
over 19/32" CDX plywood attached to trus es
per sheeting attachment diagram on roof_
Simpson HETA 20 or equal
hurricane anchor at each truss
with (10) IOd x 1 1/2" nails
( 24" o.c.) supporting Max.
1805 lbs. uplift
Galt' -Alum Metal drip on
1" x 4" Drip on
1" x 8" Fascia on
2" x 6" Sub -Fascia
MATCH EXISTING
1' o"
1/2" thick stucco on 3/8" hi -rib lath
attached to horizontal and vertical wood
framing with nails or staples to provide
no less than 1-3/4" penetration into
horizontal wood framing and 3/4" penetration
into vertical wood framin members
MATCH EXISTING
5/8" thick light textured
stucco on typical concrete
block construction
MATCH EXISTING
1*5 bar vert. w/
30" overlap
at each filled cell
I" recess for
waterproofing at
slab \
Run stucco C below
bottom of block \
Grade
12
6 I
PRE-ENGINEERED TRUSSES
at 24"o.c. TYPICAL
?shop drawings bg manufacturer )
R-30 batts insulation
in bottom chord of trusses
5/8" drywall
8" x 12" concrete tie beam with
(4) 45 bars tort.
Hook Vertical bar over
top bar w/ 45 90' bend bar
w/ a 10" min. lap at top bar
1/2" drywall over
I"x furring strips at 16" o.c, with
R-4.3 celotex insulation/ fgfoil on
8" concrete block
(Duro-Rock is to be provided at
all wet areas. - ex. showers)
MATCH EXISTING
45 bar vert.
at filled cell
( see floor plan for location )
4" concrete slab with fibermesh OR
6 x6' #10/10 WWM on 6 mil Visqueen over
Clean compacted termite treated fill
6" base
..; . 1IIIIIII
=v IIII IIII IIIIIII1=
=1111=
II16"w x 16"d concrete monolithic footing with
(2) 45 rebar continuous and 45 transverse
bars at 32" o.c.
T(��iCdl SeCtlO>'�
Scale : 1/2" = 1'-0"
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Comm #
20-131
Concrete Roof Tile Design Loads
importance Factor
1.00
Slope of Roof
Less than 1:12
Mean Roof Height
less than 30 ft.
Basic wind Speed
160 mph (3 sec. gust)!i
Hip and Ridge
channels shall
be attached to 19/32"
I wood as follows:
Center to
Fasteners
Center
Spacing
(1) #8 x I"
6"
Metal channels by
East Coast Metals
Underlayment notes:
— Contractor shall strictly follow these guidelines:
Underlayment design pressure for 1(0 mph (3 sec. gust) = PER PERMIT
INFO. BOX for Category II Buildings in Exposure B with Importance factor
of 1.0 for roof with less than 1:12 sloae
Mortar System
Contractor t
with PolyPro
foam adhesiv
per NOA in!
W eephol e
PRODUCT
PolyPro
FOAM
TEST
SPECIFICATIONS
AH160 per
NOA 06-0201.02
Barrel Tile - See roof
plan, elevations, and
typ section for manufacturer
PRODUCT
DESCRIPTION
Premixed, prebagged
roof t�ile mortar for
se with approved tiles
> lb. underlayment
See notes on roof plan )
901b mop -in on
Contractor to adhere each the 19/32" COX plywood
with PolyPro AH160 large patty ( see details for nailing )
foam adhesive NOAU 06-0201.02
per NOA instructions \
Each the to have (2) 10d
ring shank nails into back
of tile.
See roof plan
for finish and decking
material and attachments
New Trusses at 24" o.c,
details by manufacturer \
V u Truss Tail
\
See details for construction
><fAnti-flonding
Provide Simpson VTCR strap
aligned w/ ea. existing truss top
GaIv. Drip
m
chord thru sheathing — Fill all
holes in strap with IOd nails
Roof
The Installation Detail
nts
Contractor to
add Simpson
MTS 12 strap
at each existing truss
Contractor to adhere
each tile Ridge Tile
supporting new
trusses. Contractor to fill
with PolyPro AH160 large
ppatty ( barrel may be used )
all strap nail holes
with IOd nails
foam adhesive NOA#
06-0201.02
per NOA instructions
:.;. Fasten ridge and hip
Existing wall to remain
tiles on specified metal channels
Remove Existing overhang
and cut truss tail off
for new ceiling
h Metal channel attached to roof
with (1) 3/4" Galy. screw at 6" o.c.
by East Coast Metals
C onnectlon of
New trusses
to Existing Truss D stall
„ provided
Underlayment on 19/32
CDX plywood
nts
Concrete Tile Ridge Detail
nts
32" roof sheeting
:e roof plan for attachment )
Barrel Tile Attachment Detall
nts
STRAFFING SCHEDULE
HETA20
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1810 lbs. uplift. Strap shall
have (9) IOd x 1 1/2" nails.
HETA 20
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30 min.
Corner Steel La
Dowel new beam steel
into existing be "
and set in epoxy
New Beam - see
section at block u
Dowel 1 1*5 bar x I
6" into existing fills
cell t set in epoxy
�I
12"
O.H.
'RE-ENG
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( Sh drdlJ.
IN
4"
ngS
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c.
by llldnuf
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MATCH
�is ;=XISTING_',>_
/i
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Two rows of beam block filled with concrete and (1) #5 be
continuous in each row. II
<isting beam to remain
:,ntractor to fill last cell
lid with concrete and (1)
bar vert. for new wall
tachment.
Kisting wall to remain
Dowel new footing steel
6" into existing and set in Epoxy
nts
Block UJ all Connection Detail
Scale: NTS
by Daniel
Braden
Date: 2020.09.02
14:43:39-04'00'
ROOF SHEETiNG
ATTACHMENT DETAfL
I. Minimum Nail Size = 8d ring shank (min. 2" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX
PI wood
4. Use nails or screws based on pressure for
roo�
stated
in permit info box on these pans for zone
3
2. -4 FT
Q
7
2.
5 TV4 FT 22..
-4 FT 20 4 FT
2'
x`
U_
Oa
4 FT 2- 2- 4 FT
** Use nails or screws based on pressure for roof
stated
in permit info box on these plans for zone 3
Key
Area
Edge
Field
Fastener
Pressure
Zone I
�"
8d ring shank
45 psf
Zone 2
8d ring shank
�6 psf
Zone 3
�{"
8d ring shank
84 psf
* * Zone 3 a
#8 wood screw
112.5 psf
oncrete tile
:king with
)ral the seal NOA 18-0502.03
:hed to trusses
on roof plan
— vvernangs Snail De 1'-0" and assumed TO MATCH EXISTING— Roof pitch shall be S.7S :12 and assumed TO MATCH EXISTING— Truss shop drawings to be provided by manufacturer
— Any changes to this plan shall be submitted to the
architect for approval in writing prior to starting construction.
— ALL TRUSS TO TRUSS CONNECTIONS BY
TRUSS MANUFACTURER
— Architect to review Truss Shop Drawings F rlor
to construction for layout and uplift verification
— Contractor to provide for 1=orm Board Survey and to provide
1=orm Board Survey to Truss Company prior to truss construction
— Contractor to verify all Roof f itches PRIOR to truss order
— Contractor to provide the Architect with truss shop drawings including
ALL truss cut sheets showing ALL truss reactions prior to START
OF 1=oUNDATiON WORK for strap and footing verification.
Dowel (1) 45 bar
w/ 25" min lap
and 6" embed
ete Footing
1"f iss�d Ti& Down fi`�pair
nts
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Comm 1*
20-131