346 4th St (vault) CITY OF ATLANTIC BEACH
DEPARTMENT OF BUILDING
800 SEMINOLE ROAD-ATLANTIC BEACH,FL 32233-TEL: 247-5M-FAX: 247-5877
Ad ress:
Permit Number: Z4656 ATLANTIC BEACH, FLORIDA 32233
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Permit Type: REMODELING Township: 0 Range: 0 Book:
Class or Work- ALTERATION Lot(s): Block: Section:0
Pro
Proposed Use: Subdivision:
Square Feet: Parcel Number:
Est. Value:
4,119.00
Improv. Cost: ANCELD. HOLMES
Date Issued: 8/16/2002 345 FOURTH STREET
Total Fees: 106.00 32233
NTIC BEACH, FLORIDA
Amount Paid: 106.00 �1-1675
Date Paid: 8/16/2002
Work Desc: P CEM S
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:AMERICAN WINDOW PR UC
A 'All
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_711",
NOTICE- SPECTIO' BE REQUESTED AT LEAST 24 HOURS TOIN ECTION
E PLAC DI UBLIC SPACE,AND
BUILDING MATERIAL, ISH AND IS FROM THIS WORK MUST N
MUST BE CLEARED UP HAUM EITHER CONTRAC. ER
"FAILURE TO COMPLY E NS TOO L _N SULT IN THE
PROPERTY OWNER PAYING �B
ISSUED ACCORDING TO APPROVED PLANS THIS PERMIT AND SUBJECT TO REVOCATION
FOR VIOLATION OF APPLICABLE PROVISIONS OF LAW.
Tn*: oC Drawer: I
*r'. CHERYLE - 81786
Date 01 We* no'
ING 1 $106.0
14 PERNITS-BUILD
ATLA TIC BEAC SoloOM22109 1
346 4TH ST 17854 $106.00
CK CHECKS Tin* 14,451.34
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FLORIDA BUILDING CODE, 2001
DESIGN PRESSURES FOR OPENINGS
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Wind Velocity(mph) 120 Prepared By L.Higgins
Importance Factor 1.00 Client Name Dudley Holmes
Exposure Category A STRUCTURES Job Description 346 4th st.
Internal Pressure Coefficient +/.0.18 UZ INTERNATIONAL,LLC
Mean Roof Height(ft) 20,
Building Width(ft) 31
Building Length(ft) 33
Roof Slope (x:12) 2 Job Number 478
-6—PENING UP—ENING LOCATION OPEWI-N—G OPENING E FECTIVE MA)CIMUM POSITIVE MAMMUM NEGATIVE
MARK DESCRIPTION ZONE ELEV.(ft) HEIGHT(ft) WIDTH(ft) AREA(ef) PRESSURE(p" PRESSURE(psQ
1 HC40-70 5 16.5 3 9.0 30.5 -40.7
2
3
5
�6
10
12
13
14
15
16
Width of Edge Strip(a)In feet 3.1
S
4
FBC-Dudley Holmes#478.xis Copyright 2002,Structures Intemational,LLC 8/1512002
-1?002 14, BELL VIEW INC
.33 9128642432
CE_RTIFIED I ESTING ABORATORIES
ell, -JL-
Architectural DiVi3iOn a 7252 Narcoossee Rd. a Orlando,FL 32822
0 (407)-384-7744 - Fax(407)-384-7751
Report Number: CTLA-28OW-3
Report Date! May 26,1998
STRUCTURAL PERFORMANUTEST REPORT
Client: BELL-VEEW, INC.
P.O. BOX #209
WRIGHTSVILLE,GA 31096
Product Type and Series.' BLUE CHIP ALTJMINUM TILT SASE SINGLE HUNG DH-HC40*54" X 75"
Test Specifications: AAMA/NWWDA 101YI.S- 2-97"Voluninry Specifications foi Aluminum,Vinyl.(PVC)and
Wood Windows and Glass Doors"
Frame: The extruded aluminum fraille inensured 54" x 75"overall. Coped and butted corner construction.
Eacli comer secured with two(2)#8 x.75" S.S.,P-P,H.,f2sttn"s.
Configuration: Fixed lite:Top with clear lite opening measuring 503"x 36.5", Operable sash in bottom.
Ventilator: Operable wish measured 50.5" x 36.5"high. Coped and butted corner construction, Fach corner
se"ted with two(2);V8 x .75" S.S.,P P,H,, f1stclitfs,
Weather Stripping;
Quanti Deacliptign L2=Uz
Two(2)strips Wool pile with integral fin .230"high Each sasb stile
One(1)strip Wool pile with integral fin 250"high Faint si)l
one(1)strip Rubber bulb.350 o.d, Frame sill inte-rinediate leg
One(1)strip Rubber T-spline �170"fill Fixed inecting rail
one(1)strip Rubber V-spline .200"fin Glazing bead
Hardware& Location: Locatioli
Quantily D=iwio One(1)per frame jamb
Two(2) Spiral balances F-ach end of interlock rail
Two(2) Nylon tilt latches erlock rail
Two(2) Nylon swurity&ish locks Mounted on eacb end of int
face
Two(2) Nylon balance shoe sets One(1) per fmile jamb
Two(2) Cast aluininuin sweep latch 13.5" frotu each jamb on interlock Tail
Glazing: Insulated glass, two(2)lites of 1/8"annealed glads with 3/8" air spice,interior glazed with adliesive
back bedding compound and aluminum extruded channel bead. Secured to fraine With ten(10)*8 x V
S,S,,P.H.fasteners, I"from each comer and 6"o-c. llorizont�-ll, Six(6)08 x V S.S.,P.H.fasteners, V
from each comer and 6" o.c.vextical.
Sealant: Small joint sealant was used on all frarne comers.
Weep System: Screen retaining leg of fraine sill was notched,30"x leg height,located 1.5*from C.1ch jamb.
02/22/2002 1.433 9128642432 BELL VIEW INC FAUt U14
Page 2 of 3 Bell View,Inc.
Reptnt No CTLA-2.80W--3
Reinforcement: None
Additional Descriptiow. None
Screen: Rolled formed aluminum with fiberglass inesh,vinyl spline, plastic corner keys,two(2)pull tabs and
two(2)spring clips.
Installation: Sixteen(16)410 x 114" S,S,, flatliend screws were used to secure the specimen to die wooden test
buck, Three(3)in head and sill 311 from eadi end and mid-span, Five(5)in each jamb 6",2 V,35%
52". and 67" from top to bottom.
Surface Finish: Bronze
Comment: Nominal 2 mil polyethylene film was used to seal against air leakage during structural loads, The film
was used in a manner that did not influence the test results.
Performance Test Results
raragraph No Title of Test Method MiLw—red Allowrd
*11.2 Air Infiltration ASTM E283-91 '06 cf]1102 .3 cfnVfr-
r
.,41,57 pst
The tested specimen exceeds die performance levels specified in AAMA/NWWDA 10 I/I.S, 2-97.
Water Resistance ASTM E547-91
5.0 SPIA2 Four(4)five minute cycles No Entry No Entry
WTP-6 psf ASTM E331-91
Fifleen(15)minute duration No Entry No Entry
Test conducted with and without screen,
2.1.4-244.2 Uniform Load Structural ASTM E330-90
Permanent Deformation
g- 105 psf positive Exterior .045" .146"
@ 105 psf Negative Interior .0570 .146"
*2.1,8 Forced Entry Resistance AAMA 1302-5 1976
Tea A ()*0 1/2"
Test B 0" 1/2"
Test C 011 1/2"
Test D,E,F ON 1/2"
Test G 0.1 1/2N
*12.1,61 Operating Force AAMA/NWWDA 101/L8. 2-97 42 lbs. 45 lbs.
Deglazing ASTM E981-88
Top Rail 70 lbs, .0 1 V= 2.20/o<100%
Bo"om Rail 70 lbs. .015"= 3% <00%
Left Stile 50 lbs. .008"- 1,6%<100%
Right Stile 50 lbs. .007"- 1.4%<100%
Reference CTLA-29OW dated May 21. 1998