HomeMy WebLinkAboutRevison70
OFFICE USE ONLY:
DATE FILED:
REVISION FEE:
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LOCATION/SITE
ADDRESS:
PERMIT # Z-1c y - /Ol-�
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
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
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-/f01./5, NO /z-GCJ✓f.Z f-.x�s✓� f-py Zs� NLI:e-G-/t ,4�-OVNd dibyS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME: D. 4. ,Yoa-7-PeU
ST. LUCIE CO CERT. #:
QUALIFIERS NAME: d aw vy D,+vi.clsc al
ADDRESS: is_?o evc ea -
CITY: q3" STATE: G ZIP: 32907
PHONE (DAYTIME): 797z FAX:
OWNER/BUILDER INFORMATION:
NAME:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: A.9 fretovl'
ADDRESS: Z/SN f" AIA
CITY: STATE: i
PHONE (DAYTIME): 3Z/ - .QO A - 3S9/
Iy��
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ZIP: 37 y?7
SLCCC: 9123109REVISION
Revised 06/3011/17
File 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 # 90
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,
0'
Michael G:•Ayiierson, Architect
Florida Architect #AR17305
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2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
AA0003325
www.abdesigngroup.com
Sdoa air,
IVvISIA3a
I Reviewed for Code
Compliance
91
Univarsal gngineenng
$ciencas
Product Approval Submittal Affidavit
FL # or Miami-
Dade
FLORIDA PRODUCT
APPROVAL
REVISION
REVISION
EXPIRATION DATE
Product
Model #
Manufacturer
Glass
Description
Method of Attachment
Building Design
Pressure
Product Design
Pressure
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
F1117499.2
R8
10/08/2023
SH Window
185 SH
MI Window and Doors
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
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
FL15353.2
RS
12/31/2024
Vertical Mullion
5764
MI Window and Doors
Non Impact
in installation details.For anchoring through frame into masonry / concrete use
1/4" ELCO ultracon tapcons with sufficient length to achive a 1 1/4" minimum
(+38) / (-48)
(+48A / (-481)
embed. w/ 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
FL15349.1
R14
4/3/2023
Fixed Window
185 PW
MI Window and Doors
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
(+38) / (-48)
(+60) / (-60)
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
FL14634.1
R5
12/31/2022
Sliding Glass Door
Builders Series 4780
Ply Gem
Non Impact
anchors as shown in elevations and installation details.For anchoring through frame
into masonry / concrete use 3/16" tapcons with sufficient length to achive a 1 1/4"
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
(+33) / (-41)
(+50) / (-50)
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
FL15332.2
R6
12/31/2024
Sliding Glass Door (Alt)
Series 420
Aluminum SGD
MI Window and Doors
Non Impact
p
anchors as shown in elevations and installation details.For anchoring through frame
into masonry /concrete use 3/16" tapcons with sufficient length to achive a 1 1J4"
minimum embed. Into substrate w/ min 2 1/2" edge distance. Locate anchors as
(+33) / (-41)
(+48.2) / (-48.2)
shown in installation details.
FL20461.17
R6
12/31/2021
Opaque single door with
transom
Smooth Star
Therma-Tru
N/A
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each
side of transom centerline to bucking. Fasteners spacing
g� p g @ 15" o/c max. @head and
jamb. Min. embedment of all anchors to be 1 1/4"
(+36) / {-47)
+47
( ) / (-47)
FL16107.3
R14
12J31/2023
Double Garage Door
16.2x7 73 W6
Clopay
N/A
3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C
(+29) / (-35)
(+36) / (-42)
3/8" Simpson Titen heavy duty screw anchor with 1 1/8" OD washer into grout
FL8248.11
R20
12/31/2023
Double Garage Door (Alt)
8024
Wayne Dalton
N/A
filled CMU with min. emben of 2 3/4", min. edge distance of 4" and min. end
distance of 4". Max fastener spacing of 20". 3/8" dia. X 3" long lag screws with 1"
OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting
(+29) / (-35)
(+34.4) / (-38.3)
structure.
FL14170.7
R14
12/31/2023
Double Garage Door (Alt)
Series 170-175, 177,
180-185, 187
Overhead
N/A
3/8" Simpson Titen heavy duty screw anchor with 2 3/4" embed min 6" between
jamb and bracket location. 2 3/4" min edge distance.
(+29) / (-35)
(+34.4) / (-38.3)
Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia.
FL30310.1
R1
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
heads, long enough to penetrate through plywood or 3/4" into boards.. Use 4 nails
per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end
and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but
N/A
N/A
not cutting into shingle surface.
FL15216.1
RS
12/31/2023
Underlayment
RhinoRoof U20
Interwrap
N/A
Miami -Dade approved corrosion risistant tin caps and 12 ga. 1-1/4" annular ring
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
RS
12/31/2024
Underlayment (Alt)
Shield Granulated
Owens Coming
N/A
Self adhesive
FL27076.16
R1
3/28/2023
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
Self adhesive
FL3792.5
R14
8/16/2021
Off Ridge Vent
770D
Lomanaco
N/A Install
per manufacturers recommended requirements.
N/A
N/A
FL19567.2
R2
9/21/2026
Off Ridge Vent (Alt)
MMI
MILLINUM METALS
N/A Install
per manufacturers recommended requirements.
N/A
N/A
FL15272.1
RS
12/31/2023
Soffit
2TSoffit Aluminum
Alside
N/A Install
per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+75) / (-75)
FL33919.1
R1
12/31/2024
Soffit (Alt)
Variform Soffits
PI Gem
y
N A Install
/
per manufacturers recommended requirements. SEE PA2 FOR CODE
IR E TS N SALAT N
(+31.6) / (-38.8)
(+157) / (-46.1)
FL16544.1
R6
7/30/2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
N/A Install
per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+54Z)/(-54.2)
FL37824.1
R1
12/31/2023
Soffit (Alt)
Aluminum Soffit
Variform
N/A
(+31.6) J (-38.8)
(+106.8)/(-141.6)
FL12194.2
R11
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
Install
N/A
per manufacturers recommended requirements.
(+31.6) / (-38.8)
(+80) / (-90)
FL16293.1
R3
Hurricane
12/31/2021
Panels Less than
6' span
Hurricane
24 GAGE
Storm
MFG. panel
1/4"
N/A concrete
headed
x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
/ masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
screw or all thread but with wing nuts.
N/A
(+47) J (-53)
FL16293.1
R3
Hurricane
12/31/2021
Panels 6' span or
p
more
24 GAGE Hurricane
Storm panel
MFG.
1/4"
N/A concrete
headed
x 20 stainless steel or ELCO Panelmate with minimum embedment @ 1 3/4" in
/ masonry, 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
screw or all thread but with wing nuts.
N/A
(+45) / (-50)
FL17147.1
RS
6/27/2021
Zip System Sheathing
Wall Sheathing
Huber
N/A Install
per manufacturers recommended requirements.
N/A
N/A
CONTROL
DATE 06JU021
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802.359i
www.a bdesigngroup.com
AA #: 0003325 J
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SVHDIV. ae LOT:
CREEKSIDE
PHASE 2
LOT # 90
PROJECT#
04321.200 090R1
MODEL•
EXPRESS
SHINGLE
GARAGE STIMG:
PAGE:
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
LCKD. AERSON
O 17305
DATE: 08/19/21
SCALE: 1 /4"=1' - 0"
BHEET
P AI
A
U
'v t/8"
4 3/32" 7,1g^� 4 9,/311 --{TJ9°F_
NI V'RIN:
REV
DESLFFr GN
C>�
papRry/�
GRL'd'iLU
N':I L`i 5 X F A:JU
U_R.N_ L:
NO -ES:
1 HE PtC U::I SHOAT, FtRFJri IS L'_SICNFD AND C COY=Lr W IH
<EOUIKLMLNIS OF 1_ h_;JkUA BUILUI'J�; COVE
2. +W(kTD FRA1.11Nr AND v1ASA)NP.Y :CM_NING -0 RE 77_SICNE`, AND ANCHOP.EC TO FRO=_FL+
RA`SFh ; AI I DADS O S RLW LIRh. FOMMING A'.: VASONR" ❑?F•NING IS IHh
^ZCSPONS E LITf OF T = ARCI IIT=C- OR CN.G NE=R OF RECORC.
3. ALLOWABLE STRESS INCREASE OF 1,13 WAS NCT _S=D IN -HE CESICN OF THE PRODUCT
SHCWN HE<EIN. WIND _OAT DURATION FAC-OP, Cd=1.6 WAS USED =OP. WOCD ANC -OR
'Al Call 41 r`•\ _
4. -RAMC Y.A CRI4L• COLD ROL-ED FORM A_„ MINUY 3105 112E.
5. =OR ANCHOR NC INTO :;WOOD FRAMINC OP. 2X BUCKS USE 1 3/4" TRIM PAINTED 57A.W ESS`
_3T=EL NAILS WITH 1/-" HEAD DAmri-Ex 3/L•'X"! CROWN OP, V?'Y3/8" 5TAPLES.
REE
F -0 DETA,-5 A. 8, 3. AND E =GR MINIVUFA EMBE::M=NT AND S=ACING.
C•. -OR AFJCIIOtN IFJT MA:iONP,Y/•. "J:._ C WIT C-T STL _ UGC 00'X5/6" T OR STJS
\NIS -OR PN�^.HCRI'J; INI:+ I)SF GR7"%i-1./7" I CAR
;70F `:AILS •7=F=R 7) T)FTAI C =0P MINNUM F`ARF 1r=^JT AND `•=ACINC.
7. ALL rA5TE\E15 V BE 00'RO510Fi 13515TANT.
S. NSTAL-?TON ANCHORS S•1ALL EE INS -%_LED IN w CORDA^4^_ 'A+IT- 1,NCHOR,
?AANO-Ar;l-i-R'S INS AtIA I(h! INS RUC IRN3 AN AM.HOP.S S-All •.::I F- IISFR ",
1-ARSTRATF= WTH F.TPFN,-T-F I=SS THAN T-F M',MIR,1 RFNOTH SF-7017=7) BF OW
3/16" ALUMINLIMSOFFIT- SOLID AND VENTED u,.lcE MIMINMUMUMSPEC IC GRa61-'Y G 7.4,.
•r" B. JNCRLT= - VINILIUM CCMPRG`Iv._ STRC'VGT CF 3,192 PSI.
� 57f1rFi2BA.::+NMli1M.CO2/HrL•K MASON_ZY - S-RMC-TIJ C'0N%-1-VANCC TO 45-Y `sC GRADE N; -"_= I (CR GRCATCR).
VENTED VEP.S.+ON VENTED AREA: 20.251M:± V*AR FOOT
AESMNPRE.'a'SURERATMIG IMPACT RATING tOESIGNPRE5Si1RERATING M4AAG70ATNVfi pC•�SIGNARF_SSUREAA7i 7,SfRACTRA7fNC.
+64.2PSF JMLNdt t36.4PSF NMI: I t31. 1PSF YC7V
WNc J W37ALLED*4l?"OV5ROW3 NNEN 1,14TAL-1 W W 70'0'JEWrAAdi WYIEA'ifJ5TA.LE7 R-WOI'l:AWN4
I If,r
l 1 F CHANNEL
SfC5412E ALJM PV!JM .DI2•TF!!CK
3;,,. L r
1., J) J CHANNEL
S r0SN2d ALUMNVIJM.C77 TH.I,CK
-Ae-E CF.CONTENT-
SHE- hit;Dt5:: i1�IlUN
PROFILfS AND NOTES
2 INS ALLATICN CAA LS AMD COb1PONEN S
-RAMF RUI r1Nr
5Y OTHER-3
THIS S V.OT A DRACE
THIS e CART OF
ROOF TP.IIS SYST=V
1 ' .
1
- SEE
E-PILS
A, = ANU G
SH at l 4
12' OVERHANG
12'OVERHANG INSTALLATION DETAIL
SEE
DETA - C
:iHtt I 4
F"MAF HIM DING
B" CT-=P.S
-IIIS IS NO' A 3r=C
HIS IS PART OF
ROa= -R11SF 4�lTTFV
DEP&S SF= -
f, _ _ 6 ANC G 74-11,41 C
SHEd ; SHh-I
Ilf' l6" OVERHA`,G
16" OVERHANG INSTALLATION DETAIL
AI PHA AI UM NUM INC.
1710 PREMIER ROW
ORI ANDO, FI .S7809
16" AIUMINUM SOFHI
°RCFLES AND NO-7
S
AW'A. YNG W_
L. 08-0219a
NTS 'dz iJ5%05%13 g"I OF 4
L. R0915PT_• LOMASP.E
+AIL' pY.MR)RC RL LEN!a"NLLE NC 27ur3
"6SA'Am .Mnq°lM"^&W9 ^tAt
sirwira 09%?3."20?1
B .RII Jiro
*4TATV0F
o
MAL
Ld"s R. Lomcs P.t-
FL No.: 62514
R ti[d:kA
R21 pE MPTION ;WTE IIPi%-Z
'TOILS b F, t ANU OLIAL C. USr'Ir12U8I I?.L.
=P,A,,AE 3'J _DINC
=Y 0-H-RS
-HIS IS NOT A BIv1G_
-111$ 15 FARE' DF
ZCC- TRUSS SYSTEM
EXTFR" 'C 1
'- IX FURR NC
SFF S-P.IP SFF
'.;FT,lllti L ,C. r,;=T;ul R
A 5 ANE, C. �� SHEET 4
SHEET 4 1
`- SE_ DEF.A.I_ C
SHEET
2=" OvERIIA.NG
24" OVERHANG INSTALLATION DETAIL
A_PHA ALUMINJM INC.
1 /10 I'NLMIER Row
OR-AND0• =L 32809
16- ALUMINUM SOFFI-
INS'ALLATION DC"A LS
r 41M.4 rw-- W,,
V.I . OA-11719A
..a • NTS 1a* 08/05/13 3 CF 4
L 90GERTOLOAMPE.
143-* WOODFORD RD c_=tvlst:�. NC 2:023
aid 5fl9n5.0 ,.f=Tssl$.'r,°mespara^,
SIGNED: 09/23/2021
�V�V �S R' . O4!_ .0
� � .4,c, I-k F1i
TA E OF •�ddQ;
ip:20R1d4: ���
Z17 ON
Luis R. Lomas P.G.
FL No.! -32514
BILL OF MATERIALS
ITEM NO.; PART NUMBER DESCRIPTION MANUFACTURER MATERIAL
SOFFT AI PHA AI I IMAIlhi NC Al UMAHM 31fi5-H7F
2 F CHANNEL ALPHA ALUMINUM INC ALUM AUM 3105-H26
3 J CHANNE INFHAALUMINU101INIC ALUM?NUM 31U6 H28
4
tRAMF +I1111 DINT
8" OTHER.5
- THIS IS '.CT A BRACE
]HIS IS ?ARI OF
-.i '.i.:h IMUS5 SYSI-M
L SF7
L.-._,'
DETAILS
0 AND C
SI C-7 t
17" trf=P.HA1"
A. "
120OVERHANG 1NSTALLATiON DETAIL
FRAVF RLRI NN
BY U HEH
I TI IIS IS NOT A SPA'-:
THIS M FART OF
R -RUBS 4YST=1:I
, CI
l
DET.',IL E >• :7_1^JLS DETAIL _
5 ICE 4 A. C AND C SIIC T
1 E'• fr,�RHANn
16" OVERHANG INSTALLATION DETAIL
1 j4* AN
EMB=UMLNI .- 1 3/ 4* TRIM PAINTE-1 SS NAIL
W/ 5/ 10" -EAD JAY -ER
r 16cAlh : 7'"' MAX O.r
DETAIL A
WORD FRAFAMlO ,PI19TALL4TION
WF CHAMO-t AND NA4_8
3/4"Xl/4" CROv)N 5-AFLES
I3C41-D 24' MAX C,•.C.
IN a AMOND PATTER,,
PENSIONS
FIv f.r5rszpnnh nATr AF-Rfmn
C RF'A1 Fn N7-.TFS ' ,4 6 ANr, CFTAI r ngj 7/7 n?i R I
FRAME 3UILCING
RR' 07HFR;z
7111S IS 4'=T A DRACC
THIS IS ?AFT OF
EXTERIOR 1 IX r_7'.IM1G
1 SF= ly r.'•t 1 S-RIP S-F
1
DETn S C J= ,"JL E
A, 3 A,,.; C 1 5 -IT 4
SIICCT
1`- SE= DETAIL D
SF-EE- 4
24" OvERHANC
24" OVERHANG INSTALLATION DETAIL
ALPHA ALUM NUM INC.
/10 •':&MILK NOW
03_ANDO, FL 32809
15" ALUMINUM SOFFIT
INS-ALLATION DETAILS
nrvvm, nwc rx.
W.L. 08 D2198
w` NTS DIE 08/05/13 IaH2 ,CF 4
wacnfxyrarar
I �[iAFFM1f1M:44FF
d'K:(;prt i•1�9 +bnMIF.�M:+fr0.SM,fM+
Reviewed for Code
Compliance
tu Universal Engineenng
Sc ences
1 S14' I-tM HAINI-U SS NAIL
l'I/ti/fF' F-A:: MAUL- F;i
('> PC< PANE_
I
3/4'H1/4' •?0'IrN STAPIr
i (') Phi PANT
1X C3R7X.
' OCK
FU'RRLYC STRIP !NA-11M r ATM
24" OVERHANG
-AiCIA
I �
i MIN
/I EMBECNE,�T
i 1
3/4 XI/4" CROWN STAPLC
_ H S jH"X: <JB" S AP F
OCAT_ (1; AT EACH CP.00V=
v
1/4' FASCIA JP 1 - 1 :/4` TRM FAINTED SS NAIL
3/6" MIN 1W/5/1F" 1- A-) DIAMFTFY
h I)Gi ❑ISIANCl- OCAT-D 24" Y.4;? O.C.
5/8' MIN DETAIL E
EMBCDY_PTT W)OD FRAMSVG INSTALLATION
/11 `•'- _ .1,+F" MIN FASCrA SIDF
\ ` FT'CF DISTAN^=
•. °d '` r
MINIMUM, v ° 11
UN SUA NA 1 _a'.
LOCAI=D 24" MAXD.C. �" ` \
/�. �l1•)
S-i1CC0 FIN 5-I1. -� `,xf' �„ V_•
7f wTI ILT+S i' _
n� DPMM:
MASOAW/,CONCRETE -� DETAILC ti`1
3Y :)THERs5 MASCNRY•CONCRETE INSTALLATION SCALE HIS
V/1 FCNANN& AA0 NAILS
17EFER TO NOTE S f'on EMBEDdAENT
WOOD FRAMING INS TALLA7M
VA'I- 04,%1A £J. AND STAvLES
C
SIGNED: 09/23,2021
gVC,ENs.
c 4TATZ6" 4F W
"III R11 U"
_Lis H. Lomas P.L.
rL No.; 62514
REJ[L'P$
RN fl4CRPTIPN pAT A'PPIV'
C I RF: .Fn N.^.TFS: c k IS Pin C�TU f. I C9r'l7/3C.:+ ?.I
DETAIL G
WOOD FRNJ" LVSTALLAT,'ON
W rHJ-CHANNF!
3. •g-
�~ HEII9EEN
ST.APL=S
3, 8' 3='AiSN
STAP_C::
DFTAIL F
STAPLE LOIAVLANO PATTEFHII
ALPI IA. ALUM NUM INC.
1710 PREMIER ROW
ORLANDO, FL 32809
16" ALUMINUM SOFFIT
INSTALLATION DETAILS
DM REV 08 02198 C
R= 08/05/13 S'�4 OF 4
L ROaEPTO LONAS RE
.1w IrOpeaxan Rf: eFwsu-L'rI = Iu- e%vs
d3d•866•GSQ9 K;entspnHndv*;,a,+
FIYF
)IHFR:i
3j c'X I J4" CROWN S-AP-E
0-? 6/lb-93/d" SIA.-IF
LO_ATCD 24" L4"Jf. O.C.
J-CIIANNC_ TO
BE =L_SH WITH
FnSC_IA.
FASCIA
OY CTIICRS
SIGNED: 09%2&2021
."a p
�74. $TAT OF -T'Yt
Ld-s R. Lorres PA.
FL No.: 52514
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
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SvsDIV. ae LOOT:
CREEKSIDE
PHASE 2
LOT # 90
PROJECTyjf
04321.200 090R1
MODELt
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EU. C
ARCHITECT
STATE OF FLORIDA
OCT 1 4 2021
MICHAEL C. ANDERWIN
AR NO 17305
FDA 08/19/21
SCALE: 1 /4" =1' - 0"
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1 I'saw.a 08 19 21 ,
DATE: _ „
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MI{T I MESSURiES LISTW 1N TABLES ARE BASED ON COMPARAXIVS 01)14 ALIONAL
A19ALYSES DONE IN 13R PPO7F.Cr 1909"W AND ARE IN CONFORMANCE WrM TKE 20-0
FLoPJDAI+UIL.DING CODE AND TIM20201"L0111DARE,SIDEN IAL CODE .
T4IL 2020 FLORIDA HI)Il DJWG CODE IN SECTION f 6W : ,AND TI1E 2020 FI.ORIDA
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• WfJH1:E SHOkT ,eAN AND LONG $?AN TAHLLM OVLRL Ii TIM LOWFa3 VALUES
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Double 6 buS "W ®mavms every 6" scan; Mdtty
MA Cacti puact Sa 12" wider
Triple 4 or T4 bw "1^' Umovcs ovcq 4" across width,
wd mch pn4 it 12" .Nida.
Quad 4 hn " V" pm0vaa n"•xY 4" armss wfddh .
ani each pane) is 10" wide.
R_ndrd 7" his 4V",+yeoves =very T' across widtti,
aal sash pawl is 7" vddo.
Double S has "V" grooves every 5" acrosswidth,
and each PAR l is i0" Ririe.
TrpIC'_ 15 has "V" 1Wuves everv3.113"
doroms width aedmch.pant] Is 16" wm*4
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2194 HWYAIA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. de LOT:
CREEKSIDE
PHASE 2
LOT # 90
PROJECT#
04321.200 090R1
MODEL:
EXPRESS
SHINGLE
GARAGE STnNG:
PAGE:
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
OC F 14 2021
MICHAEL C. ANDERSON
AR NO 17305
ricLEM-JL 08 19 21
DATE: / /
SCALE: 1/4"=1'-0"
SHEET
1PA3