Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
97
PERMIT # Z/D S" — 06? Z1
RECEIPT #
RECEIVED
PLANNING & DEVELOPMENT SERVICES
OCT 2 7 2021
BUILDING & CODE REGULATION DIVISION
St. Lurie unty
pam*w9
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.%52
(772) 462.1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
3 3 00 /{oar E sTe�� D2: tee'
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
2Evisie'�'� G�2 So,c�=iT" /�-E cP✓i/�M E.Ji .dC ,J
S O21rwi.✓G
fffot✓'S Nb iL-E C>vl2 E.x�. FT �'02- Z k A'4 i LE2 .tJJ� d/bUi.L�
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT. #:
BUSINESS NAME: Q, A- ya2rrv.0
QUALIFIERS NAME: 91714AI 44K/41SCa>
ADDRESS: /SPa [✓way i},uvE
CITY: pg n, ,y y STATE: ZIP: 3Z 5'0 7
PHONE (DAYTIME):.. 3x - 747y FAX:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
STATE:
ARCHITECT/ENGINEER INFORMATION:
ZIP:
FAX:
NAME:
ADDRESS: z/SY llo✓ , A/R
CITY: 1.vO"A' He"FA a-4- cwu4 STATE: )A�Z-
PHONE (DAYTIME): 3 Z FAX:
ZIP: 3Zy77
SLCCC: 9123109
Revised 06/3 sin,�''I' F11@ copy
October 12th, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, FI.34982
(772)462-2172
Express Homes
Creekside Lot # 97
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,
File Copy
RECEIVED
OCT 2 8 7021
i- -
permitting DePrtmen?
' St. Lucie Courb
Michael C. Anders6n, Architect
Florida Mchitect #AR173O5
Hwy AlA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
AA0003325
www.abdesigngroup.com
Reviewed for Code
Compliance
Universal Engineering
Sciences
L9
File COPY
RECEIVED
OCT 2810 2l
Permitting t)epartment
St. Lucie, County
.,
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
195<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) J (-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
R5
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 (-48.1)
embed. w/ 1" min, edge distance. Locate anchors as shown in installation details.
For anchoring through frameinto 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
4/3/2023
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) J (-60)
minimum embed. Into substratew/ 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
FL14534.1
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) J (-41)
(+50) j (-50)
minimum embed. Into substrate wJ 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
Series 420
anchors as shown in elevations and installation details.For anchoring through frame
FL15332.2
R6
12/31/2024
Sliding Glass Door (Alt)
Aluminum SGD
MI Window and Doors
Non Impact
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
(+33) / (-41)
(+48.2) J (-48.2)
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
transom
Smooth Star
Therma-Tru
N/A
side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and
(+36) / (-47)
(+47) / (-47)
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". 3J8" dia. X 3" long lag screws with 1"
(+29) / (-35)
(+34.4) / (-383)
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)
Series 170-175 177
Overhead
N/A
jamb and bracket location. 2 3/4" min edge distance.
(+29) / (-35)
(+34.4) / (-38.3)
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
IKO SH INGL€S
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 shin le surface.
Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
FL15216.1
R8
12/31/2023
Undertayment
Rhino Roof U20
Interwrap
N/A
shank nails spaced 6"O.C. at all laps and three staggard rows fastened 12" O.C. in
the field.
FL5259A
R32
12/23/2023
Underlayment (Alt)
Polystick IRXE
Polyglass USA
N/A
Self adhesive
FL17322.1
R7
12/31/2024
Undertayment (Alt)
WeatherMaster 100
Atlas Roofing Corp
N/A
Self adhesive
FL34546.1
R1
12/31/2024
Undertayment (Alt)
Shield Granulated
Owens Corning.
N/A
Self adhesive
FL27076.16
R1
3/28/2023
Undertayment.(Alt)
Weather Armor SB-1
APOC
N/A
Self adhesive
Install per manufacturers recommended requirements.
FL3792.5
R14
8/16J2021
Off Ridge Vent
770D
Lomanaco
N/A
N/A
N/A
Install per manufacturers recommended requirements.
FL19567.2
R2
9J21/2026
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
Install per manufacturers recommended requirements. SEE PA2 FOR COS
FL33919.1
R7
12/31/2024
Soffit {Alt}
PlyGem
N/A
IRE E T5 N S TI
(+31.6) / (-38:8)
(+157) / (-46,1)
Install per manufacturers recommended requirements.
FL16544.1
R6
7J30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
N/A
(+31.6) / (-38.8)
(+54.2)/(-54:2)
FL37824.1
R1
12/31/2023
Soffit (Alt),
Aluminum Soffit
Variform
N/A
(+31..6) / (-38.8)
(+106.8)1(-141.6)
Install per manufacturers recommended requirements.
Ft12194.2
R11
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
N/A
(+31:6) / (-3$.$)
(+SO)/ 00}
Hurricane Panels Less than
Hurricane Storm panel
1/4" x 20 stainless steel or ELCO Paneimate 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)
span
MFG.
headed screw or all thread but with wing nuts.
Hurricane Panels 6' span or
Hurricane Storm panel
1/4" x20 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
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 3293T
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
F
W
a
p
tW
N
4
lu
"1-
ULu
Q
fLr
r'
53
0
q
a)
0
W
A
�
e
h
BVSDIV, & LOT:
CREEKSIDE
PHASE 2
LOT # 97
PROJECT+#
04321.200 097R1
MODEL:
EXPRESS
SHINGLE
ARAGE! SWUNG:
PAGE:
60 MPH EXP.
ARCHRECT.
STATE OF FLORIDA
�OCT 1 4 �202-
MOOS-0. Mb 1
Ali N� a�3�rJ
08/19/21
SCALE: 1/4"=1'-0"
3 2?iii,:
0nn0L
II
If
n!7an0nn_
II II
II
u u
uu_
00
00
n
n
A p
H
"IV KiN.
Ral DESCPPT ON CS-E A�PP.JJ=i
C' I.L'V _iLI1 N::ILS } & 6 MR) U_I.N_ C. CY,:1 /2C2' LL.
BILL OF MATERIALS
I NO.; PART NUMBER DESCRIPTION MANUFACTURER MA:TE1tIAL
SOFF,f At PHA At Ili NC: AI OWNIJh4 31rIFi44?F:
:1 F CHA"J" EL C.LPH"-, ALUM NIJI," NC AL'—L.1 NI1:: 310511 2E
3 JJ i:H4'.PNEL ALPHA ALUrwNUN" NG ALUNISNUMt mob H28
NEe LSM 1S
�ry 17TI tPnnN naTr AF4aWm4
�. RF'.15Fn fills ,4 6 %'Jr. r.FrAI r. e/2to R I
NO -Et
1
HE K�! •: I SHOXF, FEREI `. I): l lr,. F_
C COW-Lv JY IH
�..
;EUIJIF:EFAENIP5 Cih -I_ 1:.. -li-A ._ -Yit.
"[.
OiX)D FRAMINC .AtiC• AAZ0I,JP'( .�, 1 .-. -..-.
':P:Jf1E-. -1:Ir, AW',HOPEC TC, r!'_.'_=-.I_'•'
�-
i
HA`. hh-, Al I !A!)5 0 ? I•'LIC 11F IF ",Ik:
I: IHh
-
<L3rC"N- E LITf IF T A l l IT E,:, E
'F C L.
1/
rN� Mh H II ;I'`.::
i - FRw'".E 3 sILCIN�
--
0-14FF_
3.
ALLO%4:ARLE STRESS. INGF_ 5_ OF ,. '" T
_=Li F, HE CESIGN OF THE PPODuCT
h:iL IJF itAl IAN:;
f--
I`-ti ' HY Q HLH�
*.1 Fa'
EHCWN HE+EIN. 'WIND AAA DURATION FAC-OP Cd L6 1VA= USED --OR WDC0 At.;:-7'P
w� ,� 8' OTHEITS
� ��'-
�`'���jt�,
f ``-�.-� ���`�.,,
At ,Ii141 .0'"�.
-PquC.
!r
'a��-..� THIS, I '. T
A €1RAr',E
}�
ry P TI"11S IS t'lT A [ff'fi:.-
'-:,;-.,;,
TI II
"�-- � �
I.�, T G Dfd4t:
4.
YA-CFNIAL: COLD ROL_ED FORA A_-hAINVV
3105 112E.
( r- ,
i ' THIS IS FART OF
t _� THIS
-�``
I°. .AT +F
9.
-t}P. ANCHOR NC 1!+1T�"� ie s :; - ec
- _ 'WOOD FRAMING, OR 2X BUCK USE _r4" TRIM P'AIFEF_D STAJti-E--2S
S :� : IHIF IS -ARI
OF
�-.-�`- '''-.�� F'V;= -RUSS W` zT=1;'
- �-�. R00
TRIIcS S"STFM
"1/4
/n
rl � �-i...,`.,+:,S.F IHi1..J
5°`51:-A4
.�•--..
tiT=EL NAIL WITH HEAD C'A T-R, .3/ X
- �R X3/E" STAPLES.
iEF_r; -Q DETA_5 A, B AND E OR IrIINIv(PA
E E IIT 'LNI)
-OR AN411U � Nh INTG M#3ONRY, •_ _ -E ",1T
T _' _ T ':G: -T _
_ .SC
- -
-
%All S -OR ANr HI:RIN Nil-fI M,%', . , - I I
.`:II- 'I 15'.1:' IISFI"�F.
4
9r'32' 7/$" 4 9f'3 !'+° I
Tl1 All,.; FP < P, FT-i
lilt,F .
F I _ I
7
ALL TC'+L 5 sC
L -
f
f
ff. t STALL_ nT:3. o.tlCH C..;. 7 LL
lJ-LEti I,
_ :il I _rl:-:
W AL LM+iINUM SOMT- SOL,10 AND VENTED
MINIIh#:C7?' (FtrvMC
f
"I-!
=i1RSTRATF= NTH T'<F , T-' I
A WXIC - I E I '
D. �DNCRL7 1 1 +. 1'
o-, MAStil•J 3`Y
- -'• THAv T-F Ai '.
: F,.!, c D.41
C ETIRC,13T
- . TO Ay N
HI1III PR ".TH -=s IF= ! PF t-Wj:
'CF 3.19'SA
'.:-Sr., 4GAUC V, '"__ 1 `::'.l JifCATCE;I,
i
r nR= . .z ! T VENTEDVcRSfD. 3 VENTED A zL5 AK tNEAR FQQ
'DEi'iff;NFRF„S.S'flFi�:RAiH� 711dPx1C'r'RAT,ra11f bES'GNPRt=C^°[4RFRATt,NI= htdFIAG7F&77iNC+ C7FStGNPRFfa4U9FFl/!.TiNG r1dPAQ'7Rh7MfLT
*54.2PSF mArir t3&4FSF n 1N s31.1ASF NCJNc
LWrG'T'i M13TACLE0 ml 72"OIrERrrAN9 xTVEN rp,�9TALi5p lNa$",7'lEARANPR MJ#rF.N,ld', TARLE9 Hr'2•P^44ERf1AND
F CHANNEL
3+413-i(2E AL iIIN."tNU;H .012° Th'IC1S
i L
if 1 .J. CMAINE't
3t��rN2BALCiHMlUM!.012" Jii!.^,k
dFA I`
-AU-E CF CONTFIJS V.L.
1E_ NO, UtS::'tl-'ll.stJ -7:" NTS
PROFILES AND NOTE-5
2 { INS ALLATI'JN IDE-ALS AND CvMPONEtq S
AI PHA AI UM NUM INIC.
1710 PREMIER ROW
ORI ANDO, h I 67809
16" AIJMINLI.M SGFFII
:,RCF LES AND NOES
n'rro tr,
OS-02198
dz 08/05/13 91CT1 JF 4
L. ROSE-P.'7C' L<WASFX..
rs3Y 1'IK?JDF.:RL` RL LEx'!a"YJLLE; +':C.2Fir�
d: A iy&-e'+E'tk5 ,Pafmam>yilh=n+.^„ T;yfs _ytn
C
SIGNED: LP9123.2OPI
k `F & �.
OTATP14aF
LaR.R. Lorres P.E.
rL No.:a2514
Q S61=,
R-V DEWRIPM4 GATE :=C
R_vI5L3 9GILS S.0 t. AND JLIAL 1:
— PANE 3V -DINC
3Y 0-H:RS
3
kaMr Rtx nlNt
r hi rAh Hull DINT,
7 _
'aY OTHERS
` 5- GT-=R5
--' 'HIS to NUT A
-1115 IS FAT OF
/
THIS 5 ' �;iT 11C?ACC
THiS " "ART OF
�; s
A
-1115 IS NO- A 3TIAcr
Ells IS FART OF
✓<-_ >�ti- /f
i
-PUSS-,Y".FTFV
• �imow.,- ,r'
ROOF TPI I;. SY=T'Y
5 ... t -_ %
R4:
1 (j
... - _--
1 1 v"
1 CAA
E-:`JLS
A,, � AND U
_H_Ll 4
I- 12" Ov_RHA : C
l *OVERRANG INSTALLAMN DETAIL
SEE
DETA _ C DE -\IL[ SF--
SHLLI 4 d AAA; :hI.VI r,
SHL-I SHh-I '
16' OuERHq'C
16' OVERi 4NG INSTALLATION DETAIL
EXTFRIDR '�
z3FF
`FTA:iI :i
A a AND C.
SHEET 4
I X FUP.R NC
S'PIP SFF
SHEET 4
SEE DETAI_ C
SHEET c
1,'" MA%
24" lav[PlTA.NV'
24" OVERNAIVO INSTALLATION DETAIL
ALPHA ,ALUMINUM INC.
1/tU kkEMIEk ROw
OR-ANDO. =L 32809
16' ALUMINU4 SOFFI-
INS-ALLATICN DA LS
E
--+r -I nwr Nn
'J. 0€1-07198
.::• I NTS 1ss1" 08/05/13 ',F-rlt C'F c
L W9ER70L'WA3PE
14-V IWODFOP0 91) R4rS 7tCE, NG 27023
43s:SBe_nedPi iAh.+,aa$':Y:amespc.p"r
C
SIGNED: 09,,231IT021
1�♦
�b"ro 1Ii��Q/f/Ati ?d p 1
='NVV iIS�G
W-
Luis R. Lamas P.C.
FL Him 62514
s
SF- ,!
DET,",ILS
9 AND C
51 C?
A. ?
I?" ON17RHA`<f'.
12' OVERHANG WSTALLATION DETAIL
1 114
S-F -F 1 SF-
U-T,'JL E DET,kIL =.
S IEc 4 A. L AND S IE=f
_CT 4
IF' 0 RHA!.^.
16" OVERHANG INSTALLATION DETAIL
1/4' MIN
EMi-DUENI �._ 1 3/4" 7I1.1 PAINTED SS NAIL
VVJ9/16 -EAG :IAII
IAAX D.0
E" MIN
E UI:S ANC-.
DETAILA 41
RUDD FRA4UNG WSTALLATIM
Nr,•F CNANNSI. ANI AfAli.B
,3/4'k l /4' CROrJN 5W LE5
I iii.41-li 24" MAX C%C.
IN l AMtTND PATTERN
FLlRNINO 8 TRIP !N.5TAI.tA71m
;U OVE,RHA!rG
Reviewed for Code
Compharlce
Universal Engineering
Sciences
1 �'/4' 1. M NAIN I _U S' NAIL
W/h/tE' F-A: 11UdJh hR
{') PC"-i-i PANC_
314'XI/4' YSMN 7a APir
(•.} Ph-i 0;04-
MIN
EPASED%ENT
xrPX
UC:K
` 3/4'xl/4- CROWN STAPLE
41 _DC AT. (I, .4T EACH Gp6O'iE
rr
1/4" FA,SCIA JP —� — 1 3/4° TzM PAINTED SE NAIL
4/b." MIN W,/VIV 1-=A7 DIn),1FTFn
li DISIANCI, _OCAT_D 24' WAY,, O.C.
s;'s" a°11v DETAIL E
CMDCDu_t`cT
WCh',SD FFtAR4tNf: iIJSTA11.4T.K1N
'-``- i/E" MIN EASruI,StDF
'• �`'. _ FT'.-rF DISTANC=
.CU.. .., x I - '2" NAL .. a
MINIMUM. {* t I
F' S LW NAL
Lu�.rl - L'I" MAN. C,1:,
S yJCCC, FI!•13-1 -``�
3' TIICRS
MASO Vir / JONCI:ETE DETAiL 0
3Y : THERS _WSC1L"A14,00 CI4ETE I.NSTAL.ATIO111
V41 r CHANNEL AND NA 1,
REFEP TO NOTE 6 FOR LcMBEVMERPT
rYOo4}r-Pnrr'NG WS rA4'UATrda
W, r CHAr"'ft°LL Al STAPLES
V,_.
K AIZ NTS
'I EXTERK]R 1 '� '^ IX F< t I NlF3
{— SF= �I r'•,1 4i S-RIII c=F
t_,
LETA w - _ I JL E
a U A\ C =CT 4
SlICET
SE U f41L D
FE= 4
24' OvaP.HANO
24" OVEF114ANG INSTAL LATIONDETAIL
ALPHA ALLIM NUM INC.
' 110 'iEMILk HDW
O?_ANDO, FL 32809
16" ALUMINUM SOFFIT
INS-ALLATION DETAILS
DWG IiG.
08 02198
a� QS/05/13 sNE32 F 4
f RLP.4FPMiil .ASF.F
W .-'7W7
4T.•s2k-6669 HNrrY4'K',gTM�rtPRx*fYYr+
SIGNED: 09/23/2021
ti�ti>3kY ' " ' w -II
V"rN,tC+�r4rti �tP a•
Kill
° 4TTAT OF
e; r *:� ORt0 zg
e off`//f1Ai-{a�i,�S
-L IS R. Lamas F.E.
rL No.4 625' 4
RUSIGNS
RR' rr^±rRPnRN CST• A�"P.W-".
C' I RR: SFTi N.nTFS q A-, 6 fiM PR4I i. i C9; 1 ;'7C7! Ra .
DETAIL G
WOO RtVA ING txsrAUATAN
NM i-CHANNEL.
3/0-
ElL IWEF N
"sT,APL_S
�_4 3,ev 3-`h2N
STAP_G
DETAIL F
STAPLE P.'A,1'TJND RA TTEtiN
ALPI IA ALUM NUM INC.
1710 PREMIER ROW
ORLANDO, FL 32809
1B" ►LLIWINLM SOFFIT
INSTALLATION INSTALLATION DETAILS
owl IC.
08 0219$
OS/05/13 111EET4 OF 4
L RC85P JLAY.AS P.E.
:d?7 B1.ZIR..- JR03 fF: f F:4:a'l AP F M1il'?7fn3
C,1d iim-a5m q wmn PiP^J"� 4>rxr+
FDDF
31 Hr Y?=
3,/ < I `4" CFO4rrJ s AP -C
+vi r F"X S.'d CIA J+
1-S-ATED 24" LIAX, O.C.
J-CI I `N1_ TO
BE =L`_SH WITH
FaSOI A_
FASCIA.
a( CTIIERS
SIGNED: DR'23.'2021
s3?w5�5 R L 0 r
!r • p gf25 OF k
F'. STAY '2
• J1,i 11111i"
Lds R. Larrics P.E.
rL No.; 52514
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
IIIiI -A
AA #: 0003325
F
W
W
V
�
a
Q
jOf
o
�
Q
z
q
10
U
Q
0
�
ti
SL?HDIV. 89 LOT:
CREEKSIDE
PHASE 2
LOT # 97
PROJECT#
04321.200 097R1
MODEL:
EXPRESS
SHINGLE
GARAGE STIMG:
PAGE:
60 MPH EXP. C
ARCHITECT"
STATE OF FLORIDA
OCT r 4 2021
MICHAEL C. ANDERSON
AR NO 17305
DRMT
AATE::: 08/19/21
SCALE: 1/4"=1'-0"
SHEET
ID
ALWWA D
W1N WrND PRESSIMEMPSF
ORT
SPAN TAMr,
VARIFOR117
EAV6'N
DTH1N11YCM6S
low
12"
"Doubb6Qdm
SOPM TYPE
uim) l2".Wails
+fb A
+133.3.6
;96
,Solid-•3#790
Vcntai-36781 -
-169.I
-135.3
,!
+96.4
--
1Jaubk6 (Alwicvw) 12". Smpks
+169.1
;135.3
8e1id-367M Vatted-3678'
-177.0
-141,6
.101.E
?dpic 4 (AluMia=) fr. xails So8d..36o91
+169.1
+13 .
+96.6
Calla Vent-36b95 PLU Vaax-VA96
�1�:5:
I.
_13-13
-5
'In71e4 (ARoatinusi) i2' Staples Sv1ic-36694
+169,1
+i35.3
+4fLi
Coat yms-M&S PsllYr�e-3[696
-177.0
-145.6
=101.1
4 (Atwu rum)16", lrnila
+176.$
+101.5
+72.3
Solid-36747 Vcnkd^ 36798
-126.6
-10"
-72.5
Quad 1(hwminva)16". Staples
+176.8
T1,01 1
+72.5
Solid-36797 Vented-36798
-132.8
-106.2
-75S
Durabuill DeublatiyJUVnnum) I2;N1Da
+143.5 1
+106.8
. Mid-36782 Vemad-•3676
-133.3
-106.8
;
76i
DurebviltD=bla6(A,umlaum)l2.-::.tapW
+133.5
+
+76.)
id-36782 VefflDd-36723
•117.0
-IA1.6
-1011
Mm*illTripk4 (AlumiauM)Jr, Mils
+133.5
_1M.8
3%W-VAM (;Owvenl-MM
-173.5
-lad's
.76.3
Fnli Yell- 36fi84
41763
UuraWill
k06.8
Solid -36887
417A
441.6
-101.1
Ccacrywt-306a Yul3Ycu[-36a83r
_ .019 T4 (11i�r0} 1.",Neils 5l'it lvldl s
+115.1
+92 6
CclaVnM66769 Vented-M6770
-1157
A2.6 '
-4i6.1
.013 T4 (Ak"niaunl 12", Staples Solid 367f1t
+•115.7
.. d92.6
CallcsYe+k•36769 VWA-36M
-177.0
'-14LL
-f01.1
Delsiia that to va 41;15 table ah1 fbfw d oa shaet 1 of 2
t' r#4P74WfX 1�,�CJ1cy NR/A. RZA1 d►R1E %Z& 4odr. Ar6aFsNa-
Milli t WO7,Y1 0 -rWANk r A t.0 fro d"cAus:: 'da sropitz 1v;T%!
1t GcNc LGGS AKu ffrN fl6 GaGe}j S TR@LDS /
L4L
FARM MG•
,FA SIC-h
.9�0w.P a
TOVrAV SO r; ,
�F `ChANNEL t• f r ii GA44
sT 4L019-rr7,Udi
NAILS 191077+1�K ri4raA+6 EA.t+E
2f'MAXIMI'm SPADING .SEA
h'
iArTKNC,7d ♦r A-,¢& .VA9 4, i
oze7vZ4 1i,. aL04G AeAf1.VG
h�•Fw7 'Went la a f xAAN Y3
Ado 3t' 40 HERimr,
SrA--4rf I✓irw 'y'
�9Nvfw e-C&S AfI p
f p 66 W Gat) 0,
s&s 7•4BEfS
AA sc1 A-�„T -
�eA fta
rrn.1 ., 4 Strrr'F1T,,
{ $•E,S TAdL�S
ti
4E:
TI MiBi~.F
WA4..i_
k'A- M WIPT.H.�Pira cHAwA*ZL
� scr: A 1 1rA5Ya7V£Ft �SPRCIM
SAMS Af AT PticjA
R i bwrw 4Y0©P
emr Tip xcALL
0
1
t
TAN'G6N"P .Ueocfc
1`aA tL
�- f "• CMANN1C, L
rrxW4'x i 7� ;M i41 #<'
.SAO-It JIS Ar ):'Asc1A
A1.7'plsvN.ATa'� W,4`L d�TA1Z.,�
NC 7-0 ,1'CALOr
AASTZAICR.S Ar error Mwt-
#4#1 Z/rMIER 'Lewis
APOWr<stc 1YA'JLS iV/TR 0' •r 3
r,V,44fA-% Avv Ys't0NCAb•5
04 Srhj0f_G-$ ivzrm •j 11
"At(; LZIFIS RrvG �4"'
cr4 k ARE S€C10 '00
$oA.11'G f
rKIM
TIM114 trRAA7'J
G 2Pn mr..,,
@ek vA1L
�0d XPE ra
' �QA9e11FA1G .
NrRLZ,
x "4+
l s/ CA1lx!!ra
..�iC11=�ti' /FJ'7"i7 l�C%17F` .G"Jp.19147i34rG ` '
NOT To S'cA j g
DESIGN F ' SSLIR S LISTED IN TABLES APE BASED ON COWARA17VS AND AAMMAL g
ANALYSES DOOM IN`HK PRC T= 170'3;1 WAND ARE 3N C©NF©RMANCE WnM THE 2020 - tj B. 20
FLO331DASUILDINOCL) DEAN1a TIM-2i2OT7 GMDA.RE&DERrIAL GODS.
nM 2020 FLORIDA RS))1•.1))NG CM13 IN SI])mog 1f,04 : AND THE 9,020 FLMWA
11E51DE'NTP)AL CODE IN S17.C'i3ON R703,1131R my MANDATE THATTI%B DESIGRi'iYl14A Allen N. keeves, F.& SrsaUNMI Efth) rrr Flonds Licemse #14354
mmsumsoNsomr`sAim TarlaT+:lnsAaseAsTima3>jc)D owAiLs_ !! tt^s,aaai rFlaltcCNQ�i°�Rvo3
HR Engineering, Inc. DA'liM- . _sNEEr__OF_.&.....
V46ME SHORT SPAN AND WNG SPAN TA11= OVER1.11r,. TIM 1AW13R VALUES ALVrAiNUM
GOMMAND SHOULD MUSED ININTSTALLA1iONDESIGNS. GUEN L t tW �r �f.' CCEvAS _ Aftw£�ff�nuF• VARlaew,s"r solrflrs-FaoRroA
2d"
+ems
-S11.9
.56.9
159.5
+59.5
444S
-42.7
+44.6
•42J
+47.0
-44.9
47,0
- 4.9
+4 .0
.44.9
+a7.a
-44.9
+40.3
-38.2
-:40.7
-38.2
LES
Doubk 6 hu "9' Sweves every 6" acrws width,
end eDch pant! is 1 t" wilts
Try11e 4 ar T4 bw "V" gwvvcs aver6' 4" across width,
sad wets Patel it. 12" •mida.
Quad'l has ' V" (yroovca 6vmy 4" ataoss wictdl, .
and cads part! is 16" wide.
Beaded 7" Ins 1%"Smvas cveny 7,aefess width,
and eachpaaal is 7" ndde.
D'e6105inls" V" grooves every5"a^rosswaith,
and eak pane[ is 10" svdde.
1-rplo 3 16 Las "Y" 8=ves every3. M"
awQw widd%=Q''r .panel is 10"wwa
1tf2 8A*'TE1M-
ArTliCM0 710
CACA FSA4taG
ho-MA49 }Oprrr
1r$4e WOOD
9rr ree wa-
rASCrA-
.86rf Ac
Reviewed for Cale
Compliance
Universal Engineering
Sciences
�TrA9,tYCR �'R AARL
'� Z'a Oa M.rX rNtfM
5fv+<l+v e
cbNG t4caF'rxC
os srrra.a.r wrra
aGCs x h v (!6
1N SA91Y Alfa 96M,
PR.PrrA �.f
iRrM yAAIro/t/'y
SP!<FFx .tQa` n n
Arvcrlsra/v 7'ABt� 1Z !
%4A7C. MAk.,
'CAVE w1nrH (IMLtMiTED
S'
(_L
HR Englnooring, Inw. `I DAX it ego, ?.Oat �i pF"Saftp.Efa20ojb-7 a1:cT 2 or 2
CUt?idi i•".1 R1 I Ij ALV h11 MV M
BY ,4 - PtP„GYES Pflf2JECi 1114iE vA t F0 dafY Y - A
✓,�'� ,fir-
j2,
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
h
W
o
Ul
U
�
Z
4
�
U
4
2
a
U-1
Z
q
fn
N
6!
h
2
sunniV. da LOT:
CREEKSIDE
PHASE 2
LOT # 97
PROJECT*
04321.200 097R1
MODEL:
EXPRESS
SHINGLE
GARAGE OMMO:
PAGE:
60 MPH EXP. C
ARCHrrECT�
STATE OF FLONDA
MIC}1AEL�G: ARSON
L AR NO-17305
`
DATE:ATW 08/19/21
SCALE: 1 /4" =1' - 0"
�I38:ET