631 Begonia St RES19-0359 9 Windows/1 Door City of Atlantic Beach APPLICATION NUMBER
Building Department (To be assigned by the Building Department.)
800 Seminole Road cc
, Atlantic Beach, Florida 32233-5445 ���J�� -0-3S9
- Phone(904)247-5826 • Fax(904)247-5845
,, ,;,�>%- E-mail: building-dept@coab.us Date routed: 1 Z /Call 9
City web-site: http://www.coab.us
APPLICATION REVIEW AND TRACKING FORM
Property Address: 83 1 ) Gco til A ( D partment review required yr- No
uilding j
Applicant: LO(ADC, i Ai .i Planning &Zoning
Tree Administrator
Project: 9 vuI N:. OWS It D 1 rDE)(?__Public Works
Public Utilities
Public Safety
Fire Services
Review fee $ Dept Signature
Other Agency Review or Permit Required Review or Receipt Date
of Permit Verified By
Florida Dept. of Environmental Protection
Florida Dept. of Transportation
St. Johns River Water Management District
Army Corps of Engineers
Division of Hotels and Restaurants
Division of Alcoholic Beverages and Tobacco
Other:
APPLICATION STATUS
Reviewing Department First Review: 1- pproved. ❑Denied. ❑Not applicable
(Circle one.) Comments:
BUILDING
PLANNING &ZONING Reviewed by: r Date: /2 '/!9 dC)/9
TREE ADMIN.
Second Review: Approved as revised. ❑Deni d. Not applicable
PUBLIC WORKS Comments:
PUBLIC UTILITIES
PUBLIC SAFETY Reviewed by: Date:
FIRE SERVICES Third Review: ['Approved as revised. ['Denied. ❑Not applicable
Comments:
Reviewed by: Date:
Revised 05/19/2017
, }:1? .� Building Permit Application OFFICE COPY Updated 10/9/18
r City of Atlantic Beach Building Department **ALL INFORMATION
J
`�,f 9:-. 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED.
Job Address: 123/ 61 61-Aki�. T Permit Number: RES 19 0 35 C)
Legal Description LOT
17-2S-29E LK 137 ATLANTIC BEACH S 30FT LOT 4,N 30FT RE# 170919-1035
Valuation of Work(Replacement Cost)$ 6960:00 Heated/Cooled SF Non-Heated/Cooled
• Class of Work: ONew DAddition ❑Alteration ❑Repair OMove ❑Demo OPool `/Window/Door
• Use of existing/proposed structure(s): OCommercial Oesidential
• If an existing structure,is a fire sprinkler system installed?: ❑Yes ! Jo
• Will tree(s)be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) L1 o
Describe in detail the type of work to be performed:
:kiLI-LP Cf 01►4..11Xt.1r( / 1)477c L30)ti-
o.
W ",
U
Florida Product Approval#11(014(P• t J c ti!tO.S j c .OI CO•(1.Q for multiple products use product apprjfial form N Z
Property Owner Information e.ss t ec,�
Q J Z �'
Name L,/.aIL_ llii LWAJO Address /J-/ '1414t^ `� ve: 4, V Z t:. �,
City , .[X.S f_A;VI LLQ 6eAZ State •: Zip : 3..).-2.--CD-CD Phone CON— .2-) 72.'W 0 O 0E-Mail v mO c
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) V U U O
Contractor Information 0 CC Z
Name of Company Lowes Home Centers LLC Qualifying Agent Pete Cafaro 0 5 2 N
Address PO Box 781993 City Orlando State FL Zip 3287 NF-
Office Phone (904) 570-0989. - Job Site Contact Number Dan Smith 0 2 W
State Certification/Registration# CGC1508417 E-Mail Iy u- cc W �.
Architect Name&Phone# N/A — 0 ,� rc m
l
Engineer's Name&Phone# N/A F?�� ALU v p
Workers Compensation Insurer WC012717161 OR Exempt 0 Expiration Date 04/01/202( j (,N U uWJ
Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installa5n has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regul ng UJ
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIC, ,
WELLS,POOLS,FURNACES,BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. NOTICE:In addition to the requirements of this
permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and
there may be additional permits required from other governmental entities such as water management districts,state agencies,or
federal agencies.
OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMME EMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP' . IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A a 04 Y BEFORE
R!.LORDINGA061R NQTIC,t OF COMMENCEMENT. All `
Signature of Owner or Agent) (Signature of IP tractor)
Si 'ed nd orn to(oaffirmed)affirmed)before me this 23 day of Signed and sworn to(or before me this 23 day of
VVI A Z)Y .by Peter-More an J November 2019 ,by , ' -t- Cafaro/
BrIATIM/rafroirx . •
l-,, JAMES S.BARDEN(Si 7e of No ary)
a �^ M1'COMMISSION#GG � NA• �'OOKSRYDER
:,�l�fltird - EXPIRES:AUG 16, 13525 r (1.::::*, --6-Ho".:....,::)!.;-*'.:),,
2021 NotaryPublic-SteofFloridaII ..4...
.: conE hrb;&nISIStateInsu2nce Commission K 09 6 021ihersonally Known ORMyComm.ExpirepIH-Produced Identification f )Produced Identification sor•dedth,ougrr ,! zi"°'z`YA55"Type of Identification: Type of Identification:
Doc # 2019276532, OR BK 19023 Page 2357, Number Pages: 1,
Recorded 12/04/2019 09:07 AM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY
RECORDING $10. 00
OFFICE COPY
NOTICE OF COMMENCEMENT
FRE PERE IN DUPLICATES
Permit No. t-S/9-'03.59 ra>Pato No. 1 7091 9-1 035
State of rtoR A County of ouvAL
To whom It may concern:
The undersigned hereby)n(orm5 you that Improvements will he matte to certain real property,and In
accordance with SocUon 713 of the Ftorld.Statutes,the following Information Is stated In this NOTICE OF
COMMENCEMENT.
Legs'description of proper*Y tieing Unproved. 18-'i4 17-2S-29E $EC H ATLANTIC BEACH
S 30FT LOT 4,d 30FT LOT 5 BLK 137
XAedress of property being improved: WO/ ottt /4 £
/41.4-14/71C.--- , e44 j /t '32-2-3$
General eescnption of impreae-nents• WINDOW/DOOR REPLACEMENT
X owner /k7E-- Y1 C& LJ3
X..ddre'c ryf) 3V4.11( ,t) ALV. ;v)WLE.1 E' ,/T ELLS >
Owner's rntere,sl in site of the improvement 100%
Fee Simple Titleholder(f other than owner)N/A
Name
Address ---
Contractor PETE CAFARO
Address Po Box 7$(953 ORLANDO.FL 32878
Phone No.taoa)MO.- e9 Fax No
Surety(if any)N/A
Address Amount of Curio$
Phone No. • Fax No.
Nave and address of ory person making a loon for the construction of the improvements
NORle
Address
Phone No. Fax No,
Name of person within the Stare of Florida.otter Than himself.designated by owner upon whom notices or other
documents they be served.
Name
Address
Phone No. Fax M10,
in eodrtion to n msetl owner designates the.following person to rose a a mixt of Ii;o Lienur's Notice as provides m
Section 713.06(21(b).Fluida Statutes (FM In at Owners cation).
Name
AddreSS
Phone No. Fax No.
Expiration date of Notice of Commencement(he expiration date is one It/yea:from the dote of recording unless a
different date is specified) 06/2/2020
THIS SPACE FOR.RECORDER'S USE ONLY 0,Win
X Place Notary stamp below here X sgnae, •j04+z� ate x 11/27/2019
adaom,rni, ea•;�d (�fnyem Pr.2�.1 y Ki Tc
.c�rrr. a /t q rota timl) senanyap> ad
• 4• Mns4 ate anumsthrd sraramards and dire:arativu Moab
uw Rut era e:cva'
,,,%, JAMES S BAFFIN
42 MrCOMMMISSION#03135259
'.4• E PIKES.AUG 16.202' •
i
6a acs thtcjcl 151 S at,Inutance X
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Revision Request/Correction to Comments "*ALL INFORMATION
HIGHLIGHTED IN
City of Atlantic Beach Building Department GRAY IS REQUIRED.
'e 5' 800 Seminole Rd, Atlantic Beach, FL 32233
it,V Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: RES19-0359
OFFICE COPY
Revision to Issued Permit OR ❑Corrections to Comments Date:02/24/2020
Project Address: 631 Begonia St
Contractor/Contact Name: Pete Cafaro
Contact Phone: (904)570-0989 Email: DSPermitting@gmail.com
Description of Proposed Revision/Corrections:
THe windows at 631 Begonia St. are aluminum windws. The code approval on the window is for fin attachment.The
windows came without fin and had to be engineered. The engineering is attached.
We will bring in the original engineering. They are being mailed.
IPete Cafaro. , affirm the revision/correction to comments is inclusive of the proposed changes:
(printed name)
• Will proposed revision/corrections add additional square footage to original submittal?
ENo l t Yes(additional s.f.to be added: ) r - 5 20
• ill proposed revision/corrections add additional increase in b dinue to original submittal?
No D*Yes(additional increase in building value: . )tCantracto must sign if increases valution)
*Signature of Contractor/Agent:
(Office Use Only)
<5 -0C-rt
�1 Approved ❑ Denied Not Applicable to Department Permit Fee Due
Revision/Plan Review Comments t_D/I/at/ 7/0 1 L Z'co I C cip y
docc-vr1/4-en S. J/
epartment Review Required:
_Building __ j
Planning&Zoning Reviewed By
Tree Administrator
Public Works
Public Utilities -a -06
Public Safety Date
Fire Services Updated 10/17/18
OWE'SPEVISION
BP# iesS/y-o 3 S y
DATE 3 / Z / e"
I�:\IED /71r
Lowes Home Centers LLC
Permit& License Administration
PO Box 781993
Orlando, FL 32878— 1993 OFFICE C O PY
Local Office 904-570-0989
Date: 2-28-20
To: Mike Jones C
4 1 � '
City of Atlantic Beach
Building Dept.
FEB 282.020
RE: Revisions in process for:
381 Sargo Rd. De,.,;ti tiFt' c'.nt
681 Begonia St. r�� p
Mike,
Per our conversation earlier this week, I spoke to the engineer regarding the fasteners in the sills. He sent new
drawings that will allow us to omit these in the single windows.
They are attached to this note. Please let me know if you need any additional information.
Sincerely
Dan Smith
KAMRAN MOAYEDI,P.E.
26180 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 OFFICE COPY
949-636-6725
K.MOAYEDI@YAHOO.COM
WIND LOAD CALCULATIONS
PROJECT TITLE: WINDOWS INSTALLATION
ADDRESS: 631 Begonia Street
Atlantic Beach. Florida
DESIGN CRITERIA:
1. DESIGN CODE 2017 FBC SITH EDITION
2. DESIGN LOADS:ASCE 7-16
3. WIND SPEED 135 MPH EXPOSURE B
4.ANCHORAGE: 3/16"TAPCON SCREWS VALLOWABLE= 130#
ESR 1671
rye.
UnIt&.Ci Statee A
Postal Service t�
10631 Begunia Street s,
VICINITY MAP
\\\\\l I I I I Ill,/�
9.1*.N m04
No P566
• *
STATE OF .'1
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1///111110
Date: 2/22/2020
MecaWind v2339
rC
Calculations lrep l:ed by: U F I CCr 4 co p op
Date: Feb 01., 2020
Fi1eLC:cation : 3:\- .tructural Caics\. STD Templates\DEFAULT NECA WIND FILE.end
Basic Wind Parameters
Wind Load Standard ASCE 7-16 Exposure Category = B
Wind Design Speed - 135.0 mph Risk Category - II
Structure Type = Building Building Type = Enclosed
General Wind Settings
Inc1_LF = include ASD Load Factor: of 0.6 in Pressures = True
DynType = Dynamic Type of Structure = Rigid
HF = Natural Frequency of Structure (Mode 1) = 1.000 Hz
Zg - Altitude (Ground Elevation) above Sea Level = 0.000 ft
Bdist = Base Elevation of Structure = 0.000 ft
SOB = Simple Diaphragm Building = False
Reacs = Show the Base Reactions in the output = False
MWFRSType = MWFRS Method Selected = Ch 27 Pt 1
Topographic Factor per Fig 26.8-1
Tope = Topographic Feature = None
Kzt = Topographic. Factor = 1.000
Building Inputs
Roof : Building Roof Type = MonoSlope W : Width Perp to Ridge = 26.000 ft
L : Length Along Ridge 30.000 ft EHt : Rave Height = 8.000 ft
RE : Roof Entry Method - Ridge RHt : Ridge Height 12.000 ft
Theta: Roof Slope = 8.75 Deg Par : Is there a Parapet - False
Exposure Constants per Table 26.11-1:
Alpha: Const from Table 26.11-1= 7.000 Zg: Const from Table 26.11-1- 1200.000 ft
At: Const from Table 26.11-1= 0.143 Bt: Const from Table 26.11-1= 0.840
Am: Const from Table 26.11-1= 0.250 Bm: Const from Table 26.11-1= 0.450
C: Const from Table 26.11-1= 0.300 Eps: Const from Table 26.11-1= 0.333
Gust Factor Calculation:
;, ,t Faet.or i:-::.ego. , I Rigid Structures - Si.mpli.ri.ed Method
G1. For Rigid Structures (Nat. Fr.eq,>1. Fix) use 0.85 0.85
:3WIt. " :a:
,r C,jt egr, I: Rigid _. Complete-rd Structurec ;.nalyeus
Zm = 0.6 * Ht = 30.000 ft
Izn; = Cc * (33 / Zm) ^ 0.167 0.305
Lzm L * (Zm / 33) " Epsilon 309.993
0 = (1 / (1 + 0.63 * ((B + Ht) / Lzm)^O.63))^0.5 = 0.930
G2 = 0.925*((1+1.7+1zm*3.4*Q)/(1+1.7*3.4*lzm)) = 0.884
3ust. -.:t.or Used in Analysis
G = Lessor Of Cl Or G2 = 0.850
Components and Cladding (CSC) Zone Summary per Ch 30 Pt 1:
h/w = Ratio of mean roof height to building width = 0.308
h/L = Ratio fo mean roof height to building. length = 0.267
h = Mean Roof Height above grade = 8.000 ft
Kh = Z < 15 ft [4.572 mj--:> (2.01 * (15/zg)^(2/Alpha) (Table 2.6.10-11- 0.575
Kzt = Topographic Factor is 1 since no Topographic feature specified = 1.000
Ed. = Wind Directionality Factor per Table 26.6-1 = 0.85
GCPi Ref Table 26.13-1 for Enclosed Building +1-0.18
L ' = Load Factor based upon ASD Design = 0.60
ch = (0.00256 * Rh * Kzt * Kd * Ke * V^2.) * LF = 13.68 psf
LHD Least Horizontal Dimension: Min(B, L) = 26.000 ft
al = Min(0.1 * LHD, 0.4 * h = 2.600 ft
a = D1ax(al, 0.04 * LHD, 3 ft [0.9 m]) = 3.000 ft
h/B = Ratio of mean roof height to least hor dim: h / B = 0.308
Wind Pressure Summary for CLC Zones based Upon Areas Ch 30 Pt 1
All wind pressures include a load factor of 0.6
Zone I Figure I A <= I A A >
1 I 10.00 sq ft I 100.00 sq ft 1 500.00 sq ft
psi psf psi
1 1 30.3-5A I 9.60 -17.50 I 9.60 -17.50 1 9.60 -17.50
I 30.3-SA 1 9.60 -20.24 I 9.60 -18.87 9.60 -18.87
2' I 30.3-5A I 9.60 -24.34 I 9.60 -22.97 1 9.60 -22.97
3 I 30.3-5A I 9.60 -27.08 I 9.60 -18.87 1 9.60 -18.87
3' 1 30.3-SF. I 9.60 -38.02 I 9.60 -24.34 1 9.60 -24.34
4 1 30.3-1. 1 14.77 -16.00 I 12.60 -13.83 i 11.08 -12.31
5 1 30.3-1 I 14.77 -19.69 I 12.60 -15.35 I 11.08 -12.31
* A is effective wind area for C&C: Span Length * Effective Width
* Effective width need not be less than 1/3 of the span length
• Maximum and minimum values of pressure shown.
* + Pressures acting toward surface, - Pressures acting away from surface
* Per Para 30.2.2 the Minimum Pressure for C&C is 9.60 psf [0.460 kPa] (Includes LF}
* Interpolation can be used for values of A that are between those values shown.
OFFICE COPY
2ai
: 0 0 -,..;:r
r 1
1 ! Roof not Shown
5.
' 11) 'C .:5
4
t 4
a1
* Milt' Wails :5 5 '
l ' A. ''
a
I . l
H V\
KAMRAN MOAYEDI,P.E. Project:
26180 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 Job 8:
949-636-6725 By: KM
K 0A L %YAHOU COM Date: 2.2 ;2D20
Window 1: 24' OFFICE COPY
I
/Y/1/
I ,
,r1
Glass Design:
OAH= 37 In
t(Frame Width)= 0.75 In
Glass Height= OAH/2- 2t= 17 In
Glass Width= 22.5 In
Wind= 19.69 PSF
See Glass Calculations=> Glass OK
Window Jamb Connection:
W(width)= 3.0 Ft
H (height)= 2.0 Ft
WL(wind load)= 19.69 PSF
S(connection Spacing)= 12 In
P(Load to Connection)=WL*.5W*S= 30 Lbs.
Pallow. (Table 2 ESR 1671)= 130 Lbs> 30 lbs==>OK
Use 3/16" Diam. TAPCON Screws @ 12" O.C, 1-1/2" Embd't
KAMRAN MOAYEDI,P.E. Project:
26180 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 Job R:
949-636-6725 By: KM
K;MOAYED22YAHOO.COM Date: 2/22/2020
OFFICE COPY
Window 2:
36•
XX/7
___
.�
Ira
/7/7
Glass Design:
OAH= 35.5 In
t(Frame Width)= 0.75 In
Glass Height=OAH/2-2t= 16.25 In
Glass Width= 34.5 In
Wind= 19.69 PSF
See Glass Calculations=> Glass OK
Window Jamb Connection:
W(width)= 3.0 Ft
H (height)= 3.0 Ft
WL(wind load)= 19.69 PSF
S(connection Spacing)= 12 In
P(Load to Connection)=WL*.5H*S= 30 Lbs.
Pallow. (Table 2 ESR 1671)= 130 Lbs > 30 lbs==>OK
Use 3/16" Diam.TAPCON Screws @ 12" 0.C, 1-1/2" Embd't
KAMRAN MOAYEDI,P.E. Project:
26180 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 lob SI:
949.636 6725 By: KM
K MOAYEUIgYA1;00.COM Date: 2/22/2020
Window 3: 36.. OFFICE COPY
kra
Glass Design:
OAH= 51 In
t(Frame Width)= 0.75 In
Glass Height=OAH/2-2t= 24 In
Glass Width= 34.5
Wind= 19.69 PSF
See Glass Calculations=>Glass OK
Window Jamb Connection:
W(width)= 3.0 Ft
H (height)= 4.3 Ft
WL(wind load)= 19.69 PSF
S(connection Spacing)= 12 In
P(Load to Connection)=WL*.5H*S= 42 Lbs.
Pallow. (Table 2 ESR 1671)= 130 Lbs> 42 lbs==>OK
Use 3/16" Diam.TAPCON Screws @ 12" O.C, 1-1/2" Embd't
KAMRAN MOAYEDI,P.E. Project
26190 ENTERPRISE WAY NO.300,LAKE FOREST,CA 92630 Job#:
949-6366725 By: KM
K_M.QAYEDI(6YAHOO.CAM Date: 2/22/2020
OFFICE COPY
Window 4:
72"
�n
7.,://77
t
Glass Design:
OAH= 51 In
t (Frame Width)= 0.75 In
Glass Height= OAH/2 - 2t= 24 In
Glass Width= 34.5 In
Wind= 19.69 PSF
See Glass Calculations=> Glass OK
Window Jamb Connection:
W (width)= 6.0 Ft
H (height)= 4.3 Ft
WL(wind load)= 19.69 PSF
S(connection Spacing)= 12 In
P(Load to Connection)... WL*.5W*5= 59 Lbs.
Pallow. (Table 2 ESR 1671)= 130 Lbs> 59 lbs==>OK
Use 3/16" Diam. TAPCON Screws @ 12" O.C, 1-1/2" Embd't
Glass Load Resistance Report -- 631 Begoniaurday. February 22. 2020
Glazing Information Project Details
Edge Supports: 4 Sides Project Name: 631 Begonia
Glazing Angle: 90° Location:
Lite Dimensions: Comments: Window 3 is most critical case
Width: 34.5 in. OFFICE COPY
Height: 24.0 in.
Glass Construction (Rectangular)
Double Glazed Insulating Unit
Air Space: 0.5 in.
Outboard Lite Inboard Lite
Glass Type: Annealed Annealed
Nominal Thickness: 1/4 in. 1/4 in.
Short Load Duration, Resistance and Deflection Data
Load (- 3 sec.): 19.7 psf
Load Resistance: 244 psf
Approximate center of glass deflection: < 0.01 in.
Long Load Duration, Resistance, and Deflection Data
Load (- 30 days): 19.7 psf
Load Resistance: 106 psf
Approximate center of glass deflection: > 111 in.
Conclusion
Based on your design information, the load resistance is greater than or equal to
the specified loading.
Statement of Compliance
Procedures followed in determining the resistance of this window glass are in accordance with ASTM E1300-09/12.
Disclaimer:
This sof_aaro can be used to determine the load resistance of specified glass types exposed to uniform lateral loads of short or long duration subject to the following conditions:
-The glass is free of edge and surface damage and has been properly glazed in the opening in conformance with the manufacturer's recommendations.
-Procedures exist to determine load resistance for rectangular glass assemblies that are:
a. Continuously supported along all four edges,
b. Continuously supported along three edges,
c. Continuously supported along two parallel edges,and
d. Continuously supported along one edge.
-The software user has the responsibility of selecting the correct procedures for the required application from the software.
-The stiffness of members supporting any glass edge shall be sufficient that under design load.edge deflections shall not exceed L1175.
where L denotes that length of the supported edge.
•The manufacturer states that the Safety Plus II 0.090 Polyurethane Large Missile Resistant interlayer is comparable to the PVB interlayer.
For other limiting conditions that may apply,refer to Section 5 of ASTM El 300 and local building codes.
Neither SDG nor GANA guarantees and each disclaims any responsibility for any particular results relating to the use of the Window Glass Design 5 Software Program.
SDG and GANA disclaim any liability for any personal injury or any loss or damage of any kind,including all indirect,special,or consequential damages and lost profits,
arising out of or relating to the use of the Window Glass Design 5 Software Program.
Prepared by: on 2/22/2020
Window Glass Design 5 - Version [1.31] Page 1 of 1
Details Report -- 631 Begonia Saturday,February 22,2020
Lite Sketch OFFICE COPY
34.5 in.
90.0°
( 24.0 in.
Window Glass Design 5 - Version [1.31] Page 1 of 3
Details Report -- 631 Begonia Saturday, February 22,2020
6.0 mm (1/4 in.) Glass
Long Dimension(in.) — OFFICE COPY
0 20 40 1,0 Fa I 6 :21) 140 Ifin ., 200
t
......___..1---
140- 6.Omnr(lI4in.)Glass
Nontactored Load(k.l'al
I110
Four Sides Simply Supported
Ito Pb=0.0050.7s . 3000
- 3-Second Duration
=
loo- La i. A.4 E
�� mill_
,
....
,,. „:
, 0_ , is
f I.zs C
CD Q
5 ,0 :------- -- ILA Adi --
3.o2iiiik Al AM 1.4111111 ,
s a AllrAllin ►�_-
Lo 51
/i
0 : a
a lam 2000 3000 a(1mi 5000
Long Dimension (mm)
Short Duration Load
Non-Factored Load: 136 psf
Glass Type Factor: 0.9
Load Share Factor: 2.00
Load Resistance: 244 psf
Approximate Deflection: < 0.01 in.
Long Duration Load
Non-Factored Load: 136 psf
Glass Type Factor: 0.39
Load Share Factor: 2.00
Load Resistance: 106 psf
Approximate Deflection: < 0.01 in.
Window Glass Design 5 - Version [1.31] Page 2 of 3
Details Report -- 631 Begonia Saturday, February 22,2020
6.0 mm (1/4 in.) Glass
Long Dimension(in.) OFFICE Y
0 20 40 60 00 100 120 1.-'0 160 ¢n 200
140- 6.0 mm(11 in.)Glass I
Nonfactore' Load(kPa) ,/0
Four Sides'imply Supporteddi
120- Pb=0.008 a.7s/ 30.00
^ - 3-Second 13 ation
with
1.25'wilAIc
so 'U
2.0 -
3.0 2.1111V24-- IIEL IIII .-
----....fes■ C
J; 40
5 0.0 Aram. ' �" , I00D ;/
♦sr 2U, fir`
0 — - 0
0 I'M 2000 3000 4000 5000
Long Dimension(mm)
Short Duration Load
Non-Factored Load: 136 psf
Glass Type Factor: 0.9
Load Share Factor: 2.00
Load Resistance: 244 psf
Approximate Deflection: < 0.01 in.
Long Duration Load
Non-Factored Load: 136 psf
Glass Type Factor: 0.39
Load Share Factor: 2.00
Load Resistance: 106 psf
Approximate Deflection: < 0.01 in.
Window Glass Design 5 - Version [1.31] Page 3 of 3
y .
REVISION OFFICE CQP`�
BP#fie S' 9'- o T S . .
DATE_ z / a
SIGNED /�!
KAMRAN MOAYEDI,P.E.
BLO K WALL 1"BUCK CAULK TRIM 1.,t°p2uor NOLO i: 26180 ENTERPRISE WAY
-� LAKE FOREST.CA 92630
Vi'
�nmCr ..,( •
(949)636-6725
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1.THESE INSTRUCTION - H.STRUCTURAL REQUIREMENT
L BE INSTALLED PER ASTM E21120R
(.P FNMA!). MA 100
E� W 631 BEGONIA
S f' 2.INSTALLATION ANCHORS SHALL BE 3;'6'TAPCONSCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE 1.1i7EMBEDMENTINTO BLOCK. ATLANTIC BEACH,FL 32233
(ESR 2202)
3.ANCHORS SHALL BE LOCATED c'FROM THE CORNERS
AND MAXIMUM OF 17 SPACING.
-L L�� 4.G AZING TYPE,GLASS TYPE.AND GLASS THICKNESS ARE
ESTABLISHED 8Y THE CERTIFICATION AND SHALL COMPLY WITH L ""
REQUIREMENTS OF ASTM E1300.GLAZING TYPE SHALL 3E
rrpl INSULATING GLASS
/ . . 5 PRODUCTS ARE NOT IMPACT RESISTANT.IF USED IN WIND BORN
DEBRIS REGIONS.APPROVED PROTECTION DEVICES ARE REQUIRED.
6 PRODUCT OR INSTALLATION IS NOT APPROVED FOR HIGH VELOCITY
--_--- HURRICANEZONE(HVHZ).'
SECTION
TYPICAL ELEVATION WIT HFASTENERS
NOTE: FASTS RS A3-1E BOTTOM OF 1 OF 2
WINDOWS 1 & MAY BE OMITTED
OFFICE COPY
[,, A,3', REVIS!O
7AMRAN
24" 36" 36" MOAYEDI,P.E.
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—_ LAKE FOREST,CA 92630
(949)636-6725
K.MOAYEDI@YAHOO.COM
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