HomeMy WebLinkAboutWIND DESIGN DATA5
T
U
V
3
Floor and Roof Live Loads
4
abitable Attics: 0 psf
Habitable cs, Bedr s: 30 psf
Public Rooms rrid rs: 100 psf
Other Garages: 40 psf
s: 20 sf
5
6
7
8
9
Wind Design Data
Ultimate Wind Speed:
Nominal (Basic) Wind Speed:
163 mph
126 mph
13
Risk Category:
Wind Exposure:
Enclosure Classification:
Internal Pressure Coefficient:
11 K
D
Enclosed IMO
0.18 +/-
17
21
Components and Cladding: k-S 5(0vT-
Roofing Zone 1: 21.8 psf max.,
Roofing Zone 2: 21.8 psf max.,
Roofing Zone 3: 21.8 psf max.,
Roofing at Zone 2 Overhangs:
Roofing at Zone 3 Overhangs:
Stucco, Cladding, Doors and Windows:
Zone 4: 53.5 psf max.,
Zone 5: 53.5 psf max.,
O/H Dr.: 47.0 psfmax.,
O/H Dr.: 45.0 psf max.,
-53.6 psf min.
-89.8 psf min.
-135.3 psf min.
-77.2 psf min.
-127.0 psf min.
in.
7-71.6psf
in.9'Wide
in.16'Wide
in.
25
29
33
37
45
The Nominal Wind Speed was used to determine these
Cladding Pressures.
Component and
46
All exterior glazed openings shall be protected from
per Section 1609.1.2 of the 2010 Florida Building Code.
wind-borne debris as
50
51
Geotechnical Information
52
Design Soil Load -Bearing Capacity: -
53
Flood Design Data
54
Flood Zone:
55
56
Thisform was created using the BASIC STRUCTURAL INFORMATION
available at mm.TheFlondaEngmeer.com
GENERA TOR software
57
THESE PLANS AND All PROPOSED WOM
ARE SUBJECT TO AHY CORRECTIONS
REQUIRED BY FIELD INSPECTORS TNAY
MAY BE NECESSARY IN ORDER TO ?
COMPLY WITH ALL APPUCABIE CODES,
rOS S T OUC T URE HAS BEEN DESIGNED
AND REVIEWED FOR COMPLIANCE OF
FBC 1600.1.4 FOR ONE OF THE FOLLOWING:
INTERNAL WIND PRESSURE
WINDBORNE DEBRIS PROTECTION
Im.
IMPACT RESISTANCE GLAZING
I t.)
ltj
SCANNED
BY
St. Luce Countv
CONCEgLEOPASTENERS ORATTArH,l!Er..
ARE THERESPONSISILI' YOPTHE
CONTRACTOR OPRECORD
�"V/j
,#,Pv 0'0�yt
cY P
ST. L JCIE COUICIT
BLDG:
ELEC: Z
DATE: _
PLUMIS:
DATE: _
MEW
DATE: —
Planning & Development Services Department
Building & Code Regulations Division
2300 Virginia Avenue
Fort Pierce, FL 34982
772462-1553
Design Certification for Wind Load Compliance
This Certification must be completed by the project design architect or engineer. This Certification must be
submitted in duplicate with all applications for building permits involving the construction of new residence
(single or multi- family), residential addition, any accessory structure requiring a building permit, and any
nonresidential structure. This Certification shall not apply to interior renovations (provided that no exterior
structural walls, columns or other components are being affected) and certain other minor building permits. For
further assistance, please contact the Building Inspection Office at (772)462-1553
Project Name
9A40 P4W'N(L vlu.a5
1_tfi.._.
Permit Number
Street Address
'1410 . p4a,pµ 91kimL
Occupancy Type
Construction Type_
Certification Statement:
I certify that, to the best of my knowledge and belief; these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the wind
loads and forces specified by current code provisions.
Desien Parameters and Assumptions Used: (Please check or complete the appropriate box.)
1 Florida Building Code 20(&_Edition with 20 Supplements and ASCE 7 - (a
2. Building Design is: Enclosed: i< Partially Enclosed: Open Building:
3. Mean Roof Height: 5140 Roof Pitch: (.7 Internal Pressure Coefficient: c;.119
4. Width of End Zone: Wind Speed: 16:-$ (3 sea gust)
5. Building Classification Table 1-1. ASCE 7 ,r FBC Table 1604.5 =
6. Wind Exposure Classification: D Adjustment Factor for Exposure & Height: (• $�
7. Components & Cladding Wind Pressure on Roof Zone 1 — 2 3 , PSF
8. Components & Cladding Wind Pressure on Wall Zone 4 ^' 58 5 -7 ('!o PSF
9. Components &-Cladding wind Pressure on Overhead -Garage Door - - ---PSF
10. Loads: Floor PSF Roof/dead PSF Roof/live — PSF
11. Shear Walls Considered for Structure? Yes No >< (if No, attach explanation)
12. Continuous Load Path provided? Yes K No _ (if No, attach explanation)
13. Are Component and Cladding Details Provided? Yes X No (if No, attach explanati
on)
���
14. Minimum Soil Bearing Pressure: Presumptive: —• By Test: _ (,1_
As witnessed by my seal, I hereby certify that the information included with this cer
correct, to the best of my knowledge and belief.
Name: 14 ACKV I3-`t Ko h i f lu fLN Cert #: i' 1= 3 Z834
Design Firm: tZ—DM INC. Date: ¢1Z
SLCCDV Form # 020-00
Revised 2/27/09 (CL)
Revised 6/11/2010 (IS)
s
Plduct Review N davit
St Lucie County, Public Works Department
Code Compliance Divisidn
The following products will be installed in the structure located at 1.426 S• 6tg-k13 pa.
Building Permit # 1504 — Off. (O
Owners Name5Ltjv Po.L.aEyF—Owner's Address 742-6 5. pe'.
Contractor w 6%zoutp we,- Contractor's Address 14oq rAi-m61av
Product
Design
Pressures
Manufacture
Model Number
Method of Attachment
Windows
1st Choice
2nd Choice
Fixed Glass
1st Choice
2nd Choice rr cw au=i
Glass (other)
Butt Glass
Glass Block
Sliding Glass Doors
1st Choice
2nd Choice,J
Swing Type Doors
V1stChoice
r
_Coles
51pJ vt
M16op�Ex
"W'�'` °a`m
s stt-I yepZ.
2nd Choice
Overhead Garage Doors
1st Choice
2nd Choice
Roofing Material
Asphalt/Fiberglass
a '
Metal
Other
Nutters
Choice
I have reviewed the above components and cladding, and have approved their used the structure to
provide adequate resistance to the wind loads and forces specified by current code provisions.
Name: ��tZy�� KoG-HNP—tJ -PP-329 31 Signature _/L 4-11— 0"�
Design Finn i6136 tWc-- Cert. No. Date: 2-3 l
RECEIVED APR 22 2915
J
Company: MasonIite
International Corporation Certification No.:
NI006039.01
1955 Powis
Road Certification Date:
05/31/2005
West
Chicago, IL 60185 Expiration Date:
02/28/2021
Revision Date:
02/20/2015
Product: Metal Impact Rated Steel Door w/"Fast Frame" Two Piece Adjustable Steel Frame
Specification: TAS 201/202/203-94
The "Notice of Product Certification" is only valid if the NAM Certification Label has been applied to the product as described within this document. The certification
label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within
NAMI's Certified Product Listing at www.Namicertification.coni. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI).
I
Inswing
Glazed
Design
Water
Missile
Test Report Number
Configuration
or
or
Maxitfium
Pressure
Test
Impact
Drawing Number &
Outswin
Opaque
Size
Pos/Neg
Pressure
Rated
Comments
X
I/S
Opaque
3'3" x 6'10"
+66/-66
2.86 psf
Yes
NCTL-210-3090-1
Single
Max Panel size: 3'0" x 67'
Slabs-CA/CH/EN
Anchor Details: MA-FLO178
X
O/S
Opaque
3'3" x;6'9"
+661-66
10.5 psf
Yes V
NCTL.210-3090-1
Single
✓
Max Panel Sim; 3'0" x 67'
Slabs-CA/CH/EN
Anchor Details: MA-FL0178
X
I/S
Opaque
3'3" x!8'2"
+551-55
0.0 psf
Yes
NCTL.210-3086.1
Single
Max Panel Size: 3'0" x 67'
Slabs-CA/CH/EN
Anchor Details: MA-FL0179
X
O/S
Opaque
3'3" x 8' l"
+551-55
10.5 psf
Yes
NCTL-210.3086.1
Single
Max Panel Size: 3'0" x 67-
(Slabs-CA/CH/EN)
Anchor Details: MA-FLO179
XX
I/S
Opaque
6'4" x 6' 10"
+50.51-50.5
2.86 psf
Yes
NCTL-210.3097-1
Double
Max Panel Size: 3'0" x 67'
Slabs -CA/ /E
Anchor Details: MA-FLo178
XX
O/S
Opaque
6'4" x 6' 10"
+50.51-50.5
8.25 psf
Yes
NCTL.210.3087.1
Double
Max Panel Size: 3'0" x 67'
Slabs-CA/CH/EN
Anchor Details: MA-FLO179
National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23072
Tel: (804) 684-5124/Fax: (804) 684-5122
NAMI AUTHORIZED SIGNATURE:
SIDE -HINGED METAL -EDGE STEEL DOOR UNIT
W-80OPAQUE DOOR IN TWO-PIECE STEEL FRAME
GENERAL ..N0
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED.
3. IN THE HVHZ. FACTORY PRIMED DOORS MUST BE PAINTED IN
ACCORDANCE WITH SECTION 2220 OF THE FBC.
4. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
L 1
L
T_ -- - _T
4.25" 1.87" (MIN.)
J=-PIFCE AOJUST4BLE SIEFI_ FRAME T2OGA.T
TABLE OF CONTENTS
SHEET i DESCRIPTION
I TYPICAL ELEVATIONS'& GENERAL IN
2 JANCHORNG LOCATIONS & DETAILS
40"MAY,
OVERALL FWfE '--'
35-3/4" MAX 35-3/4" MAX.
PANEL WIDTH I IF PANEL WIDTH
13
c �
n n ^n n
W W
=2 =�
S,
Ww a <w a
g
FIG MAX H
9.1
62
DOUBLE DOOR UN R \ SINGLE` DDOOOR UNIT
•
DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED -TO BE 15,K OF DESIGN PRESSURE
SWING 0 ADA TS BUMP0 S ADA^
MEWING OR DA
OUTS I G BUMP 0 S DA^
+66.0 -66. +6 -t5..Nwjll + 5.0 1-55.
+ D.O -66.0 +55.0 - 5.0
+ 0. - 0. -5U.b I NA
NA
I +50.5 - 0.5 I NA
I
• REQUIRES THE ADDITION OF PEMKO SEB GASKET AND PEMKO 305CR TO FRAME JAMBS AND
PEMKO 3452AV SWEEP APPLIED TO THE DOOR SLAB IN ACCORDANCE WITH PEMKO INSTRUCTIONS.
Awmakow
DA&WIL NYnobo
pm*wef
DtORP.t' y KURT BALTHAZOR
FLORIDA P.E.
#50533
er:
OF
1
SEE
V.
L
_ �6" MAX I6"—I
u 10.0T' O,C,
MAX
SEE DETAIL
C.
6" M AX --f �' —� 1— 6" MAX
1,25"
I� 5.64
1 G S
fl60-I/4" PFH WOOD SCREW AIO0/4" PFH SELF TAPP@
.< 1
a ,
`a6x1-1/4" PFH WOOD SCREW
V4-X 214- TA it ao1.1
TYPICAI WOOD ROCK INSTAI 100
NOTES:
1. THRESHOLD ANCHORS ANALYZI
2. EDGE DISTANCE MUST BE IN ,
3. BUCKS BY OTHERS MUST BE
t 8 x 1-1/2" #10 x 1/2•
�'••' #8 x 1-1/2"-
"tV, A •
y8CHINE3Sx " a O MA/8CREWS #10 x 1/21
•"' #10 x 1/2
FRAME ATTACHMENT
STRIKE DETAIL "D" (3) MACHINE SCREWS
3/4" PFF SELF TAPPING SCREW
TAPCONS WITH 1-1/,4" MIN EMBEDMENT.
NITH ANCHOR MANUFACTURER' SPECIFICATIONS.
CHORED TO TRANSFER LOAD TO STRUCTURE.
OUTSWING
THRESHOLD
Adder0mbNA10
C06ilxdonNu-
n/i an Lo -•�/ l
p,1e�ABAe�s61F—`
����
MACHINE�SCREWST
#10 x 1/2"
10 x 1/2"
1. KWIKSET SERIES 400 CYLINDRICAL AND SERIES 980 DEADLOCK
OR SCHLEGE F-SERIES CYLINDRICAL AND B-SERIES DEADLOCK
HARDWARE TO BE AT 5-1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES.
Luis R. Lomas P. E.
233WMain St Manufacturer. Masonite
Danville, VA 24541 Report #: 512746
434-66"609 Date: 06/03/2013
Test Report, N/A
Product: 6'8" and &0" opaque door two-piece steel frame
Scope:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it
applies only to. the product described herein. These calculations comply with requirements of the Florida Building Code.
Anchor capacity in withdrawal or pullout condition:
Fastener type: #8 Wood screw INDS 2005,11.2)
Wood screw length: 1.25 in Screw diameter: D= 0.164 in
Thread length: 0.833 in Embedment: 1.25 in
Main member type: Spruce -Pine -Fr Effective embedment: pm 0.833 in
Tabulated withdrawal design value: W = 82 Ibs/in Duration Factor: Co = 1.60
Allowable Design Value (WNC,,)= W- = 109 Ibs/anchor
Fastener type: 910 Tek screw
Substrate: 18 GA, Steel
Tabulated design value: W= 499 Ibs
Safety factor: Fs= 4
Alloweble Design Value (WFs): W, 124 Ibs/anchor
Fastener type: #10 (Calculations per 2005 Aluminum Design Manual)
Nornmai screw diameter: D 0.190 in Nominal hole diameter: Di, 0.190 in
Root diameter: D,. 0.138 in
Nominal screw head diameter: Dws 0.359 in
Screw nominal tensile strength (.75F.): FM 90 ksi
Screw location coefficient: C 1.0
Side member matlrialt Metal framing
Thickness: t, 0.036 in
Ultimate tensile strength: FM 70.001ui
Thicknesscoefficierd: K, 1.01
Screw tension calculations:
Threadstrippingarea:
A=,
0.401 in2
Effective shear area:
A,
0.0149 in"
Full thread engagement.
t,
0.036 in
Safety factor:
N
3
Main member material:
Metal framing
Thickness:
to
0.036 in
Yield strength:
Fpe
50.00 ksi
Ultimate tensile strength:
F„a
70.00 ksi
Mode ](pull out): If 0.03<_t,,-.125 then P„=r l)t,Fryi/n, If 0.125<t,<.25 then P,r(1.2DFyz(025-tcJ 1.16Aa,F„a(t�-0.125))/n,
If 0.25,=t,<=0.375 then Pot=0.58A„t.F141N Mode 1: Par 115 Ibs
Mode 2 (pull aver): P„=Ct,F.,(D,a qJ/N - Mode 2: P� 141 Ibs
Mode 3 (ultimate tensile capacity): P,rFmA,/(1.25n,) Mode 3: P„3 358 Ibs
Allowable withdrawal capacity: P„ 115 Ibs/anchor
Anchor capacity in shear condition:
Fastener type: 1/4' ITW Topcon N.O.A. 07-1126.10
Substrate: Concrete Minimum embedment: Fon-11
Mmimumedg�istance: fodin Minimum C to C spacing:Tabulated shear design value:Z = 189 Ibs Actual C To C spacing: LEE P
Vi
Minimum edge distance: 2.50 in C to C spacing factor: fin= 1.00
Tabulated shear design value: Z = 472 Ibs
Actual edge distance: 2.50 in Design value per interpolation: Z'= 472 Ibs
Allowable Design Value iZf3w): Z..= 472 Ibs/anchor
Minimum anchor capacity: 109 Ibs/wchor for head and jambs anchoring
472 Ibs/anchor for sill anchoring
Number of anchors per location: 1 at head and jambs
Nate: Anthers with the /east capacity is used for calculations to qualify anchors with higher capacity.
1 of 2
\, G, EE N " '9s
51
Luis R. Lomas P.E.
FL No.: 62514
7/24/2013
Luis R. Lomas AE.
233 W Mein Sl
Danrylle, VA 24541
Manufacturer. Masonite
Report #: 512746
434se8-0609 Date: 06/03/2013
Single door 4ox82 5/16
40.00✓ Design pressure: 1 6.0 psf
Y
A2 l 82.31
' 76.00
i—
Al
A2-------— az 2.31
Al
Single door 40x98 5/16
40.00
A2�
98.31
ANCHOR UNITS AS FOLLOWS:
Area
Load
Ind.
Max.
Anchor
Cap.
Load
Zone
(ft)
Obs)
(in)
O.C.
Result
On)
Obs)
Obs)
Al
2.8
183
WA
N/A
109
2
92
OK
472
1
183
OK
Az
8.7
571
6,00
10.13
109
1 8
71
OK
Design pressure: 66.0 p umber of panels: 2
Panel width: 38.0 in
Max.
Anchor
Area
Load
Ind.
Cap-
ad
Zane
(ffz)Qbs)
On)
O.C.
Result
(in)
Obs)
Obs)
Al
13.4
882
N/A
N/A
9
98
OK
472
2
441
OK
A
.4
552
10.13
109
8
1 69
OK
_l es gn pressure: 55. f
Area
Load
Ind.
Max.
Anchor
Cap.
LoaddOK
Zone
z
(ff)
Obs)
On)
O.C.
On)
Obs)
Obs)
Al
2.8
153
N/A
WA
109
2
472
1
153
Az
10.9
598
6.00
10.13
109
10
60
LENGTH TO ACHIEVE 1 1/4" MINIMUM
head
sill
head
sill
head
ANCHORS ASS ON DRAWING D - 178-11 AND DWG-MA-FLO179-11
FOR ANCHORING HEAD A INTO METAL FRAMING USE #10 SE ENS WITH
SUFFICIENT LE 0 ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WA
LOCA HORS AS SHOWN IN INSTALLATION DRAWING DWG-MA-FL0178-11 AND DWG.MA-r
3.-FOR-ANCHORING SILL INTOMASONRY/CONCRETEUSE 1 WITH -SO FFICI ENT LENGTH TO
ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE.
LOCATE ANCHORS AS SHOWN IN INSTALLATION DRAWING DWG-MA-FLO178-11 ANB-BWGml%!t-
Luis R. Lomas P.E.
2 of FL No.: 62514
7/24/2013