HomeMy WebLinkAboutPlansPERMITTING INFORMATION (FORM 100)
Florida Building Code Residential: 5TH Edition and ASCE -r-10 for Wind Loading
Building Design is: Enclosed Risk Categor?: II Wind Speed: 140 mph ultimate
Mean Roof Height: 13'-8" Roof Pitch: too2
Internal Pressure Coefficient: ±0_I8
SubJectabilitg to damage from: Weathering: Negligible Termites: Veru Heavu
Width of Roof End Zone: 5'-6"
Wind Exposure Classification: B
Adjustment factor for Exposure Height Using Allowable Stress Design and
Load Combination per ASCE '1-10 Section 2.4 DL+LL; DL+O.6WL; O.6DL+0AaWL
Exp Height Adj Factor: 1.00 x Load Combo Factor 0.6 = 0.6 applied below
Components t Cladding Wind Pressure (NET) Roof Zone: I. +17.0/-27.0 psf
Roof Zone: 2. +11.0/-48.0 Of
Roof Zone: 3. +11.0/-70.0 psf
Components t Cladding Wali End Zone Width: 5'-6"
Components t Cladding Wind Pressure (NET) Wall Zone: 4. +30.0/-32.0 psf
Wall Zone: 5. +30.0/-40.0 psf
Components t Cladding Wind Pressure (NET) on Garage Door: +26.0/-31.0 psf
Shear Walls Considered for Structure? Yes
Continuous Load Path Provided? es
Are Components an Cladding Detai s Provided? Yea
Minimum Soil Bearing Pressure*2,500 psi, Presumptive: X By Teat: psi
This Building Shall Have the Following:
APPROVED SHUTTERS: IMPACT GLASS: X BOTH: NEITHER:
IP
THAN 2:12�PITCH ss
� ® Roof Zone ( ®® Roof Zone 2
Walls Zone 4 Wails Zone a
END ZONE
TO LdZ�PI�CH
112eT0 IZ�Z PITCHn
� ® Corner Zones
Roof Zone 3
Product Approval Submittal Affidavit
Opening Schedule Swing Doors, Overhead Doors, Sliding Doors, Windows & Skylights
Opening
Type
NOA/FL
NUMBER
Product
Model #
Manufacturer
Glass
Attachment method
zSplrationMaximum
Date
Design Pressure
of Approved Tests
I.
FLU 5823.1
Hung
Single H
g g
CWS
Impact
custom window
s stems
y
5/16
1/4" dia. tapcot�a w/ min. 1 3/8" penetration to be
spaced per pro uct approval. Contractor shall adhere to
min, edge distances specified in Product approval
+ 8060 PSF
New,
2.
FL# 11103.1
Sliding Glass
Door
8900 PVC
SGD
custom window
s stems
y
i" nom
Type 'GSA'
i/4" clia. tapcor�s w/ min. i 3/4" penetration to be
space per, product approval. Contractor shall adhere to
min. 2 i/2" edge distances specified in Product approval
+ 60.0 PSF
—
3.
FLU 14071.5
Inswing
Im act
P
FiberLast
French
Jeld-Wen
3/14" dia. x 3" Tapcons w/ min. 1 1/2" penetration spaced
per product approval. Contractor shall adhere to edge
distances stated in approval.
+ 45.0 PSF
—
Product
NOA F'L
/
NUMBER
Model #
Manufacturer
Attachment Method
TEST
Expiration
Date
Maximum
Design Pressure
of Approved Tests
Mullions
Roof
FL# III15.1
5V Crimp Metal
ga
Southeastern Metals
Southeastern Metals 5v Crimp Roofing installed per approval
over Polyglass peel and stick underlagment over 19/32" CO
sheeting nailed to trusses per nailing pattern detail on roof pl
n
-11.0 psf Field an
perimeter.
- pert to corner
Siding
STUCCO
ON BLOCK
5/8" Thick light textured stucco on typical
Concrete block construction
Soffit
FLU 13265*1
Hardi—Soffit
James Hardie Products
Install hardi soffit nailed to 2" x 4" soffit framing gg at max.
24 o.c. with 1.5" long x 0.083" shank dia. x 0.187 HD
ring shank nails at 8 o.c. field and edges IAW product
approval and manufacturers req.
— 83.0 PSF
ALL Product Testing by: MiamrDade
County Building Code Compliance Office / Product Control Division
I have reviewed
the above and approved it by my seal below. ( Architect or Engineer of Record
Diagonal bracing to be
2" x 9" to span
8'-O" from gable end
Waded to each truss
2" x 4" PT Brad
Expansion Anchors
19/32" CDX plywood sheeting
nailed per roof sheeting attachment
detail on roof plan sheet
Soffit and fascia - see
typical section for exact details
2" x 4" sub -fascia
thick light textured stucco
on pplastic lath over 2 Layers of 1516 felt
on 19/32" CDX plywood Walled 6" on edge
and 12" in field w/ IOd gale. Halls
Concrete beam -see schedule on roof plan
NTS
w
w
N
2" x 4" top plate 5/8" drywall ceding on
truss bottom cord
drywall on
4' studs at Ib" o.c.
to match e>neting
bottom plate
RIC�I-IT SIDS ����/�4T101� I/�"
Oro
low
Mal
4" concrete slab with fibermeah OR
Typical baseboard 6"xb" stl0/10 WWM on 6 mil Visqueen over
compacted termite treated fill
Interior Non- Bearing Partition
O
L�1
=T SIDS �L��/4TIOl�I
12
3 SLOPE
thick Ilght textured
stucco on typical concrete
block construction
5/8" thick light textu
stucco on typical concr
block construction
12
SLOPE 6
SLOPE 3
12
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Window Schedule
Mark Size Window Description
I. 3'-1" x 5'-3" SINGLE HUNG
2. 2'-2" x 3'-2" SINGLE HUNG
3. 4'-5" x 3'-2" SINGLE HUNG
ALL Windows to be white ESP aluminum windows with tint.
Provide muntin's and structural mullions per elevations. See
product approval chart for window manufacturer Information.
- ALL windows to withstand Pressures stated in Permit
Information Box on these plans.
ALL windows in bathrooms to be tempered
ALL windows within 18" of finished floor to be tempered
unless impact rated.
- verify all masonry/rough opening sizes prior to ordering
windows.
Door Schedule
Mark Size Door Description
A 3'010110" X 6'-8" SOLID CORE - FIBERGLASS
B 2'-8" X 10'-8" MDF 2 PANEL
C 2'-G" x to 8" MDF 2 PANEL POCKET
D (2) 2'-O" x G'-e" MDF 2 PANEL BI-PASS
E 2 I'-4" X G'-8" MDF 2 PANEL
F 3'-O" x G'-8" SLIDING BARN DOOR
G 2 3'-O" X 6'-8" IMPACT GLASS SLIDING DOORS
MUM
ALL exterior doors Including garage doors to withstand
pressures stated in permit information box on these plans.
verify all masonry/rough opening sizes prior to ordering
windows.
See product approval chart on these plans for exterior
door manufacturer information (including garage door)
- Provide one exit door (swing type) that is 3'-0" wide
minimum and one emergency escape door (not shuttered).
If escape door has glazing then it must be impact resistant
and shall NOT be thru garage. This may be the same door
if it meets both criteria listed above.
TYPICAL NOTES:
I. Contractor to verify ALL notes and dimensions prior to
proceeding with work.
2. Contractor to STRICTLY enforce ALL OSHA Requirements.
3. ALL Lumber to be used as Beam, Rafters, etc... to have
a minimum 1,400 P.S.I. fiber stress.
4. No dissimilar metals to touch.
5. ALL Concrete used for slabs shall be 2500 PSI concrete, and
ALL Concrete used for vertical filled cells, continuous. tie beams etc.. to
shall be 3,000 P.S.I. concrete and/or 4,000 P.S.I. grout mix
6. all at ceilings shall be leveled and attached to bottom chord
of trusses with screws.
7.
ALL
wood In contact with concrete shall be pressure treated.
8.
ALL
wall dimensions are
nominal
and not finished wall or stud dimensions.
9.
ALL
plumbing fixtures to
be low
flow.
10.
Contractor t0 Provide
Pan L
Drain at water heater m accordance
with
the
Florida
Plumbing
Code
current edition.
II. Contractor to Provide a 2'-8" wide door at one bathroom for
handicap accessibility requirements.
12. Lowest finished floor to be set by Governing Budding Department
surveyor to set In field.
13. Separation between residence and garage shall be per FBC R309.1
14. Door between garage and residence shall be I-3/8" solid wood - 20
15. The Garage shall be separated from residence and the attic area bu
all applied to garage wall.
Garages beneath habitable rooms shall be separated from
above by no less than 5/8" type "X" drywall
and R309.2
min. Fire rated
5/8" type
all habitable rooms
Il. ALL Floor to ceding assemblies shall be protected by 5/e" type "X" drywall
i8. Wall and Ceiling shall have aflame -spread classification of not greater than 200
19. Wall and ce111ng finishes shall have asmoke-developed Index of not greater than 450
UJood Post on
rete column footing
bars each way
20. All exposed attic Insulation materials Installed on a
flux not less than 0.12 watt per square centimeter.
materials exposed on the underside of the roof deck
with F.B.C. Residential Section R314 -see permit
21. Ggppsum board material shall conform to ASTPf C3G,
C9b0, CI002, C104'1,CI1"1'f, CII18, C1218, C1395,
according to the following:
attic floors shall have a critical radiant
Exposed foam plastic Insulation
or on the attic walls shall comply
info box of code edition
C"19, C415, C514, C630, C931
or C139G and shall be installed
Thtekrieee
Location
Orientation
MambeA
of faetenare
Nail eiyng options for
Spacing
installation of dryywall into
Mawmum
Nails Screws
wood framingg mambere
2"
x min. thickness
Ceiling
Perpendicular
2q"
in
120
13ga 1 3/8" long with 19/64" head
0.0981, dis�Rter x 1 1/4" long
i
/2'I
annular -ringed or sd cooler nail
Walla
Either
I6"
g•
IL"
0.080' di . x 1 5/8' long with
Direction
15/64' head
G peum board nail 0.086" the.
x 5/8" with 9/32" head.
Cmlmg
Perpendicular
2q"
T
12"
Mile 1 5/8" long with 19/64' head
0.098' diameter x 1 3/8" Ion g
5 „
/
annularringed or Ld cooler na0
Wnlle
Either
164
an
lion
0.092" dmoxx 1 9/8" long with
Direction
1/4' head
OR
Gypsum board nail 0.06115' din.
x 1 9/8" with 19/44" head.
22. ALL ceramic the surfaces Installed shall conform to ASTM A108.1 thru A108.6,
A108.1, A118.1, A118.3, A134.1 and A13'1.1
22. Cement fiber -cement or glass mat ggpsum backers 1n accordance with ASTM
C1288, �1325, OR CII18 and lnatalleyd I.A.W. manufacturers recommendations shall
be used as backer for the wall the In tub areas and wall panels 1n shower areas.
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