HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
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PERMIT # — 2 40
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
(772)462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATIONAITE File COPY
ADDRESS:
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: gd_ x. ,y�„�•n
QUALIFIERS NAME: _l�iur ci O.tviclsea>
ADDRESS: �y?o C✓�v�2 d2rvF
CITY: STATE: FL ZIP: 31 q0 7
PHONE (DAYTIME):_27-1-73;? - 7972_ FAX:
OWNER/BUILDER INFORMATION:
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CITY: _
PHONE(DA
ARCHITECT/ENGINEER INFORMATION:
NAME: A, ,Q DES/b.d V-4 o rre
ADDRESS: Z/5Y sfi✓y A1,q
FAX:
CITY: 1AMiAn/ g:jj� STATE: L
PHONE (DAYTIME): _ 32/ - i�d 2 - 3S9 FAX:
gCCC: 9123109
Revised 06130117
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A R C H I T E C T S
Design
Group
October 12th, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, FI. 34982
(772)462-2172
Express Homes
Creekside Lot # 2
Product Approval Revisions
To Whom it may concern,
At the builders request we have revised the product approvals to the latest product
specifications. Please see the attached revised sheets.
Sincerely,
Mkhael C. Anderson, Architect
Florida Architect #AR17305
File Copy
rSIU
Rom'
2194 HwyAIA, Suite 301 Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
www.abdesigngroup.com
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Reviewed for Code
Compliance
Universal Engineering
NZASciences
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Product Approval Submittal Affidavit
FL # or Miami-
FLORIDA PRODUCT
REVISION
Glass
Building Design
Product Design
Dade
APPROVAL
EXPIRATION DATE
Product
Model #
Manufacturer
Description
Method of Attachment
Pressure
Pressure
REVISION
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL17499.2
R8
10/08/2023
SH Window
185 SH
MI Window and Doors
Non Impact
into masonry /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+38) / (-48)
(+50) / (-50)
minimum embed. Into substrate. Locate anchors as shown in elevations and
installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achive a 1 3/8" minimum embed. Locate anchors as shown
in installation details.For anchoring through frame into masonry / concrete use
FL15353.2
IRS
12/31/2024
Vertical Mullion
5764
MI Window and Doors
Non Impact
1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum
(+38) / (-48)
(+48.1 J (-48A)
embed. wJ 1" min. edge distance. Locate anchors as shown in installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achive a 1 1/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL15349.1
R14
4/3J2023
Fixed Window
185 PW
MI Window and Doors
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+38) / (-48)
(+60) / (-60)
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
shown in installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL14634.1
R5
12/31/2022
Sliding Glass Door
Builders Series 4780
Ply Gem
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+33) / (-41)
(+50) / (-50)
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
shown in installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achive a 1 3/8" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL15332.2
R6
12/31/2024
SlidingGlass Door Alt
(Alt)
Series
MI Window and Doors
Non Impact
p
into masonry /concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+33) / (-41)
(+48.2) / (-48.2)
S
Aluminum SGD
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
shown in installation details.
Opaque single door with
1/4" concrete screw 6" edge distance @ head, 4" edge distance @jamb, 4" each
FL20461.17
R6
12/31/2021
Smooth Star
Therma-Tru
N/A
side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and
(+36) / (-47)
(+47) / (-47)
transom
jamb. Min. embedment of all anchors to be 1 1/4"
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
FL16107.3
R14
12/31/2023
Double Garage Door
16.2x7 73 W6
Clopay
N/A
(+29) / (-35)
(+36) / (-42)
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout
filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end
FL8248.11
R20
12/31/2023
Double Garage Door (Alt)
8024
Wayne Dalton
N/A
distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1"
(+29) / (-35)
(+34A) / (-38.3)
OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting
structure.
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between
FL14170.7
R14
12/31/2023
Double Garage Door Alt
g (Alt)
Series 5, 177,
Overhead
N/A
/
jamb and bracket location. 2 3/4" min edge distance.
g
(+29) / (-35)
(+34.4) / (-38.3)
-185,
180-185, 187
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails
FL30310.1
R1
12/31/2024
Roof
IKOSHINGLES
IKO Cambridge
N/A
per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end
N/A
N/A
and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but
not cutting into shingle surface.
Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
FL15216.1
R8
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in
the field.
FL5259.1
R32
12/23/2023
Underlayment (Alt)
Polystick IRXE
Polyglass USA
N/A
Self adhesive
FL17322.1
R7
12/31/2024
Underlayment (Alt)
WeatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive
FL34546.1
R1
12/31/2024
Underlayment (Alt)
Shield Granulated
Owens Coming
N/A
Self adhesive
Self adhesive
FL27076.16
R1
3(28/2023
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
Install per manufacturers recommended requirements.
FL3792.5
R14
8J16/2021
Off Ridge Vent
770D
Lomanaco
N/A
N/A
N/A
Install per manufacturers recommended requirements.
FL19567.2
R2
9J21J2026
Off Ridge Vent (Alt)
MMI
MILLINUM METALS
N/A
N/A
N/A
FL15272.1
RS
12/31J2023
Soffit
2T Soffit Aluminum
Alside
N/A
Install per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+75) / (-75)
Variform Soffits
Variform
Install per manufacturers recommended requirements. SEE PA2 FOR CODE
FL33919.1
R1
12/31/2024
Soffit (Alt)
N/A
IR E TS N NS AL TI N
(+31.6) J 08.8)
(+157) / (-46.1)
Install per manufacturers recommended requirements.
FL16544.1
R6
7/30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
N/A
(+31.6) / (-38.8)
{+54.20-54.2)
FL37824.1
R1
12/31/2023
Soffit (Alt)
Aluminum Soffit
Variform
N/A
(+31.6) / (-38.8)
(+106.8)/(-141.6)
Install per manufacturers recommended requirements.
FL12194.2
R11
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
N/A
(+31.6) / (-38.8)
(+80) / (-90)
Hurricane Panels Less than
Hurricane Storm panel
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12/31/2021
6'
24 GAGE
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
N/A
(+47) / (-53)
s an
p
MFG.
headed screw or all thread but with wing nuts.
Hurricane Panels 6' span or
Hurricane Storm panel
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
FL16293.1
R3
12/31/2021
24 GAGE
N/A
concrete / masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
N/A
(+45) / (-50)
more
MFG.
headed screw or all thread but with wing nuts.
FL17147.1
R5
6/27/2021
Zip System Sheathing
Wall Sheathing
Huber
N/A
Install per manufacturers recommended requirements.
N/A
N/A
CONTROL
DATE 08.132021
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
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MODEL•
EXPRESS
SHINGLE
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PAGE:
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ARCHITECT.
STATE OF FLORIDA
1
OCT 14 2021
MICHAEL C. ANDERSON
AR NO 17305
08/19/21
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ALPHA ALUM NUN INC.
1710 PREMIER ROW
ORLANDO, FL 32809
16" ALUMINUM SOFFIT
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SIGNED: 09;2&'2021
ti111kIYRItrytrr
Ndr¢,
LJ-s R. L]rres P.L.
rL No.; 62514
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #; 0003325 J
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CREEKSIDE
PHASE 2
LOT # 2
PROJECT*
04321.200 002R1
alsoaEL:
EXPRESS
SHINGLE
GARAGE SW
MG:
MPH EXP. CIMG:
PAGE:
ARCHITECT:
STATE OF FLORIDA
OCT-1 4 2021
MICHAEL C. ANDERSON
AR NO 17305
00
Dp 08/19/21
SCALE: 1/4"=1N-0" 1
/,�
A,L0WARL)ZDFWG[:1L71
I) PRESSLRFSISr PSF _
S80RT
SPAM1 TAit L'K'
_
VARI£ORA9
EAYL'AurBUlll
INC
am
_
t e^
t2"
16"
SOI'Irff TYPE
Douhlc 6 (Ahmvtcdm) t2", Mails
+119.1. -
+135.3
196.6
n_au �rnan vw lr_3Y'rvl
JVwn-JV,YV --
.]�1
_tYS2
.95.E
- '-
_
it6(Alutnu.wu)t2",S ocs ----
+169.i 1
t.35.3
-96.6
90 6-36780 Vatal-3678'
-177.0
141,6
401.1
',rip e a Wain=) Ir, Nails 5a0d-]56Jd
+E69.1
+13 .
+96-6
CemR tient -36695 F,11 Vat-366S6
_Ifr7.3
-131.3
FlIe 4 (hiumimeei) 12', Staples Solis-3(fi94
Crn�rYmr-35693 FWlvcn-36696
-177,D
-t41.6
=101.3
Quad 4 (Alueuimm)16". Nally
Solid-36197 Vcutcd-367N
-126.9
.10IS
701.5
-72.5
Quad 1(Aluminun) 16-, SISpks +1:6.8
+72.5
soled-36797 vm*4-36798 1328
-106.2
+106.8
_75A
+76.3
Dumbuitt Dn;lab6(AWmiaum)iZ". Na11s
+U3,5
SW14-36782 Vemed-•36783
-133.5
-106.8
+-1
,
-76.3
DurrbuiltDouble 6 (A.umimum) 12". �WPI:s
+13315
+76.3
Solid - 36782 Veined- 36783
.117.0
-141.6
!
-101.1
Dump ui t'fr ple4 (AlumImm)12", Wails
+133.5
-005.8
+7f0
S,W-3607 CmWvmf -36685
-133.5
-1n6.8
-76.3
Fuli YCn! - -16bs4
i
Uunbuitt TMptc 4 (ASund.';u;u) 92^, .9Wpics
+133.5
t t06A
1763
ull
197.0
i41.6
101.i
{ eceer Vx•.-366aa klia Yu4-;i099
-S3664r,
s.013T4(llivanlnsm)12*,Nails Sn11d-?6768
+115.7
'+42.6
16IS.1.
m Ve136764 Vstled-36nG
4(u;m
+-111155-.77
+-9'42Z.6
+-66e6.,31 . .
t:Yt36769 VOW-6770
-V7.0
60rCA
4I6
-1011
fable that go with tkis tab)o are tbmW oa SLect ! of 2
DrSION PRF.'S3UR;5,S LISTED IN TABLES AM BASED ON C01ff ARATIVB ANJ) RATIONAL
ANALYSES 37011RIN Mt tPAOJF.CP 17OMWAM ARE 3N CONFORMANCE WI77i THE "<020
FLORMABUUDINGCODE AND THir2020FLOI(IDARESIDENi'IAL CODE.
nD3 2020 FLORIDA BY)]1,1)JNu CODE LN SHcr1014 Irim-1. AiR Ti_tE9,024) FIARIDA
RESIDENTIAL CODE M SEMON R703.I DA)ICT LY biAAIDATI R THAT THE DMIGN W134D
I�tllssls�s a4 sol=errs .43tE TO)3E'I"£lE. sni�ns Tr1� Autaminva vJADx.s.
LV WAE SHORT SPAN AND LONG SPA\TABLES OVHRLAr, T112 LOLYER VALUES
GOVERN AND SHOULD BE USED 1N INSTALLATION DESIGNS.
F,Ss7�N�R3 !N �RcN AIFIL HEm Ater Ja. u>J✓� XooJr+►JU
NAft3' WlrJJ Aa l e0-rNA/V/{ ` JAuD '%prt� JiEA.DS. dR S7"RPL6S kl;71y
d e-a,YG LEGS AMC' 1b (id om; ¢'l SFE TADLE& /j
jmwCff
.�
FRRMlNG'
FACcM Jr JA E
ttOAA r% � =•I' .BOAR? � "1 r
1 -I-VALL � 1
1 FRrc/R.'J t
jLa
oil,SoFF'17
1147A J. TQS T-A44L.5 1F4CJ1A1y1VF.L WIrA CASE MA"rprJ'i'f
,1p it 'r 'o -r7-u4 )S6DCM WALL
7Alr} �J-1 5,vcb a '< CAVE t-JIr27'Jl
CAVE' +vlvnl AIAJLS 0,,677rl�X �NL7N6
SAE rATLES '� �`�"MRkJM,VM S,1 RI;iNG 'rEL 7`,944.S.:
AT.T ONVAHLE DESIGN 'WIND PRESSURES IINPSY
- LONG SPAN T�A`B�I�.pF,^�.r��T_
<14Aur0)Rm
.�T y�� ��r
fJtalEWIDlir .11NA�CHES
I2r'
is"
IS"
21"
{ _ 24"
S4P'1?IT'I'YPE
Dotbe6{Autnlnwe)t2", Sa3ls
+^88
+170.4
+III.5
+792
+19.5
Salad-36780 YWtad-36781
-25.3
-162.9
-107.6
-76.3
-56.9
Dbahle 6 (;ilwniteve) 12", Steaks
+7-88
+IWA
+1125
1-79.$
+59.5 '
Surid-36780 VQ*d-3678E
-275.3
__163.9
-107.6
-76,3t42,7
-56.9
-rnP4 (Aluustawa) IZ",Nulls 5oiid-35GSt
Ceaw Vaht-,i664S Full Veit-36696
' *288
_275.3
+1705
-16Z,9
+1125
-107.6
'79.8159.5
-75.3-56.9
Triptc 4 (Alimtiotm )1r, Staptz Solid -
t�1�3� "
_
+17'I d
+I17.5
79.8K9-5
36d,�1rtktttatVeat-36695 FulLVent-36686
-275-3
.167-.0
-107.6
-7613-56.9
QU d 4 (Atu,nioom) I P, )pails
+216.0
+127.8
+8?.4
+$g,g+44-6
3olid-30797 VcaM-3G796
246.i
-3222
-80.7
- .51.2-41.7
QuA4 (A1.unin=) IV. Slapia -
+216.0
+177.8
-1-844
+54.8+44.6
Solid-1 97 Vrntd--a6791
-206.5
-12Z.2
-90.7
-57.7
Durx3xSlf Dnul,b62"544i1s
+2273
4.134-5
AREA
+Ti3.0
+47A
Solid-36182 VCMW-36783
-217.4
-128.6
-849
-60J
-44.9
Emb,:7li Wublz6 (AivaiLiam) t2",:uy:ow
+ZZ7.3
+124.5
+68.8
tole
147.0
Solid-36782 Vewtd-36783
-217A
-128,6
-849
-60.2
14.4,9
1Wufa1;arM-Zriple4 (luminli jW,Ysifs
+227.3
4134.5
+88.6
4-63A
447.0
94id-36687 CemWVmt-36688
-217.A
-125-6
.U9
-6tt_2
CWl Vcat-30SP
-
s
llwDWAL Triple 1 IV% Staple,
+227?
i,134.5
498.9
iWn
SoUil-366V
-217A
-128.6
-84.9
•60.2
44.9
Gm;c Ysnt - 36688 'Full Vau • 366sp
-033 "C4 (Alwuinun} 12 , Nn4s Solid 367E'il
+197.1
+116.6
+54.6
-40.7
Cut:r Yc+u-3ti7GP Vu;icd-3G770
-iSH,4
-111.3
-71.6
-52,2
-38.2
-01:i T4 (Ahaalnum) 12", Slaplos SoGd36168
*197,I
^t^I I6.b
+77A
+59.6%40.7
Ctnta'✓rnt-3Fi769 Yrntat-36770
-1$g,4
-SL1S
-'73b
.32.2
38.2
Det" gat ga w'ith ttis table eye ip�d on SLce< I of 2
Ary
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ALT�RNA; E W.4xL d�iFlL
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Ailey N. Tteeves, Y.E. �i_i1l;tUrat Esrguieer Florida Licettsa #193.54
HRF-n9ineering,Inc. OAE._l! FLH,2oaF PFQ:ECTF}OZIN. 40203 SH&7--L_OF p. 'ifJ ll.tiG,.i ~ N�•
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ESA
Double 61ms "W gmoves every 6" amm widely
am each paNi a "' I wider
Triple 4 or T4 hu "V" gfoavcs avct) 4" acr485 width,
coal michpaeol to 12" wide.
QWd 4 haS ,'r kt'oov„a every 4" WM Wfdd , .
ani each pant) is 16" hide.
E_aded 7" Ins "L^ gtvavas rvery711across width,
aul vm h pawl is 7" Y4do.
Double 5 has "V" rrooveaevery 5"mirosavAdib,
end eachpawl is 10" wide.
7Yip[o'_ 113bas"Y'wuovescvery3.113"
avows M 4; a0dgrrh.poaC1Is la" wider
Jka eA'rTE.Sr4S-
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CALly t'RAhtXC
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HR Engineering, Inc. DATe Lt£ 8- zca/ Psi CCIt7p 21az t oes 2 of g
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I
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
W
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SU133DIV. do LOT:
CREEKSIDE
PHASE 2
LOT # 2
PROJECT*
04321.200 / 002Rl
MODEL•
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
■
.9CT 9 --- 30Yt
1 MICHAEL C. ANDERSON
AR NO 17305�NO 173055
DA,T�E-. 08/19/21
SCALE: 1/4"=1'-0" 1
SHEET