HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
RECENtR,
OCT 2 7 2021
LOCATION/SITE
ADDRESS:
PERMIT # Z/o 5- — O 9 B /
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:
SffOW/S QUO iL-E Ct�✓J2 E.m<� C_ -� .. ... _
CONTRACTOR INFORMATION:
'STATE of FL REG./CERT. #:
ST. LUCIE CO CERT. #:
BUSINESS NAME: D. e.. leOW--rn v
QUALIFIERS NAME: (I y v 4 Ke4-Co o-
ADDRESS: ,/ yo G✓cyB2 Diz vc. -
CITY: _FgvK 6 yy STATE: L
ZIP: JZ 90 7
PHONE (DAYTIME): _ 3 Z/ — 7 3 � — 7172-
FAX:
OWNERBUILDER INFORMATION:
NAME:
ADDRESS:
CITY: _ STATE:
ZIP.
PHONE (DAYTIME:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: 4, G t) E sib */ (-2 o c-P
ADDRESS: 2/fy ffwY 4/!1
CITY: 1tii79A" Avd-A fov.L g&!feP/ STATE:
7r="L- ZIP: 72-977
PHONE (DAYTIME): 32% - Iy'p Z - 3 -c /
FAX:
SLCCC: 9123109
Revised 06130117 A
File Cmpy C.
October 12th, 2021
Planning & Development Services
Building & Code Regulation Division
2300 Virginia Ave.
Fort Pierce, FI. 34982
(772)462-2172
Express Homes
Creekside Lot # 18
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.
File Copy
Sincerely,
Michael-C.Arh-derson, Architect
Florida Architect #AR17305
2194 Hwy AIA • Indian Harbour Beach, FL 32937 • Phone: (321) 802-3591
AA0003325
www.abdesigngroup.com
ao�s�ok�
® Reviewed for Code
Compliance
Universal Engineering
Sciences
t
00D IVA
FAI
Product Approval Submittal Affidavit
FLORIDA PRODUCT
FL # or Miami- REVISION Glass Building Design Product Design
APPROVAL Product Model # Manufacturer Method of Attachment
Dade EXPIRATION DATE Description 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
R5
12/31/2024
Vertical Mullion
S764
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 / (48.1)
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
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) / (-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
FL14634A
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) J 00)
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
Sliding Glass Door (Alt)
Series 420MI
Window and Doors
Non Impact
into masonry /concrete use 3/16" tapcons with sufficient length to achive a 11/4"
(+33) / (-41)
(+48.2) / (-48.2)
Aluminum SGD
minimum embed. Into substrate w/ min 2 1J2"edge distance. Locate anchors as
shown in installation details.
1/4" concrete screw 6" edge distance @ head, 4" edge distance @ jamb, 4" each
FL20461.17
R6
12/31J2021
Opaque single door with
Smooth Star
Thermo-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 1J4"
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) J (-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 lagscrews with 1"
(+29) / (-35)
(+34.4) J (-383)
OD washers with a 19/32" 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
12/31J2023
Double Garage Door (Alt)
Series 170-175, 177,
Overhead
N/A
jamb and bracket location. 2 3/4min edge distance.
J " g
(+29)/ (-35)
3
(+34.4) J (- 8.3)
1$0-185, 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 SHINGLES
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 cuttine 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
NIA
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
8/16/2021
Off Ridge Vent
770D
Lomanaco
N/A
N/A
N/A
Install per manufacturers recommended requirements.
FL19567.2
R2
9/21/2026
Off Ridge Vent (Alt)
MMI
MILLINUM METALS
N/A
N/A
N/A
FL15272.1
IRS
12J31J2023
Soffit
2TSoffitAluminum
Alside
N/A
Install per manufacturers recommended requirements.
+31.6) / (-38.8
( )
+75 7
( )/(- 5)
Variform Soffits
N/A
Install per manufacturers recommended requirements. SEE PA2 FOR CODE
(+31.6) J (38.8)
(+157) / (-46.1)
FL33919.1
R1
12/31/2024
Soffit (Alt)
PlyGem
IR E TS N 5 t TI
Install per manufacturers recommended requirements.
FL16544.1
R6
7/30/2023
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)/(-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) j 00)
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in
FL16293.1
R3
12/31J2021
Hurricane Panels Less than
24 GAGE
Hurricane Storm panel
N/A
concrete / mason 2 1 2" min. edge distance 12" o/c max. spacing. Can be
masonry, J g p �
N/A
/
+47 53
( ) / ( )
6's an
p
MFG.
headed screw or all thread but with wing nuts.
1/4" x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in
fL16293.1
R3
12J31J2021
Hurricane Panels 6' span or
24 GAGE
Hurricane Storm panel
N/A
concrete / masonry. 2 1J2min. edge distance' " a 12" o/c max spacing. Can be
N/A
(+45) / (-50)
more
MFG,
headed screw or all thread but with wing nuts.
N/A
Install per manufacturers recommended requirements.
N/A
N/A
FL171471
R5
6/27/2021
Zip System Sheathing
Wail Sheathing
Huber
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321402-3591
www.abdesigngroup.com
AA #: 0003325
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CREEKSIDE
PHASE 2
LOT # 18
PROJECT*
04321.200 018R1
MODEL:
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EXP.
08/19/21
93CAIM: 1/4"=1'-0" 1
81-31EET
RI V'IV KA!
RL\' DESCRPrGN WE
C :L._Lb ti::I L.: S do 6 AtlU U-ION_ C L'!/1:/:
BILL OF MATERIALS
ITEM NO.; PART NUMBER DESCRIPTION MANUFACTURER MATERIAL
A'PP.N�
SOFFIT AI PHA AI IIMtNI IM NC AHIM3NIIM 31i1Fr442R
F CHANNEL ALPHA ALUMINUM IN ALUMINUM 3105412E
3 J CHANNhL A.LYH!! ALUMNUM INC ALUMNUM 3105 112E
REvI51DN5
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1Rr•1sFn WTFS F,b R AVf` r.FTAI C IO9, 7roa RI
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_
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1 n n n n n 2. MOOD FRALIING AND .MASONRY CnENING -0 BE '_SIGNS AND AWWIPEC Tn FR'S=: PLY
I II'I- 11'I'I II II_ I RA, `:iFF; iJI :'tA13% 0 SRU(; URt. F-WAN( AL-' NAS(1NRY iO>FNING IS IFIF
/r Ll _ d 11 i gr_SrONE E LITf Or T A<CI IIT`1COR CNG NCJ2 OF RCCORC. rr FRAME 31-1U.04
4 _ i /•- FRAW HUII :IN:: '. R- 0-HFRS
i ` 3. ALLOWABLE STRESS INCR_:.S= OF 1/3 WAS NCT _S_D IN -HE CESICN OF THE PRODUCT J.- FiAMFit11101W_- !- , BY O HEH�i J
p 0 _ a 0 _ 3.8 :HCWN t-EREIN. 'MND _0AO DURATION FAC-OR Cd=1.6 WAS USED -OR WOCO ANC -OR r� J B- OTHERS
� � � � � al eul AI aNs. !'•--�.. I `�-;�.:_, THIS I$ F:vr A BPA.>= •-,._.� `-,;-�., THIS IS ,�= r A DRAcE
4. RAMC MA71RIAU COLD ROL-ED rORM A_IMINUY 310E 1128. 2`. THIS. IS wCT A BRACE THIS IS PART OF �= / THIS IS 'ART OF
t ! r s cc S =�`, f -HIS IS OARI OF ` , R'?;ti= -BUSS i1 �T=k .�
' S. =OR ANCHO'RNC INTO WOOD FRAMING OR 2X BUCK USE 1 _/4' TRIM PAINTED STAINESS ��, -�, 300= TPticc S'"STFRi
TII .NAILS WITH 1j HEAD D4M-r2, 3J'L"X../-" CF_AYN OP..,/a X3/8• 7TAPLES.
iEP=R -0 DETAJS A. B. O. AND E =OR MINIVLM EMBE Iv ENT AND =ACING.
OR A N C IlOtr1U If_ MA ONRYJ N_ _ C 9vR L_T TL" v X31 .0? x5,•8
T UR S TJ5
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4
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ALL!F NAILS ,5
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ALL rASTE\ce:. —o DE orroslON REsrrA11T.
S. NST:AL-oTON ANCHORS S-i&L RE INS ^,_LED IN ACC0RD0k+1^= WR ANCHOR
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.20.25IK:'K
MASO'4%Y - G RCItGTII CONFCwANGC TO A N r4 9C GRADE N. -«_= T
(..-R GREATER),.
VERSION VENTED AREA: 20.25IA/,LNEAR FOOT
VENTED SIONVENTEDARE
nfSK:NPRFSSURERA7W(;
NPA1CTRA71ING I DESIGN PRESSURFPATiNC- AyPAC7RATING,
DESi<JYPRES6URfRAW, WACTRATwr
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YAIEN ]l9TALLE71r'24.01'EI�iANO
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5Y OTHERS
A:E OF CONTENTS
SHE. NU. DES:: 0afILY4
PROFILES AND NOTES
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'riu$ S tiaT A SPACE
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SIGNED: 09/28JP0P1
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16" AIUMINUM SOFFII
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A_PHA ALUMINUM INC.
1110 PREMIER ROPY
0�1,t4D0• =L 32209
16" ALUMINUM SOFFI-
INS"ALLATION DC"A LS
Wi NO
08-07198
08/05/ 3 "`-" 3 OF 4
L 506ER-O LOU43 P E.
Hal WOOJFOR11 RO:.ESN1S�rµE, C[C 29�131
414-56 ISM teb. in@.Wnrny ce.o"r
SIGNED: 0912JI2021
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Luis R. Lomas. P.C.
FL No.! 62514
DETAIL A
WOOD FR7AIA04 WSTALLATIO.N
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1 -5/4- TRIR1 PAINTS SS NAIL
W/5/16" -EAD. :IAA! -ER
1 0(XIF ; 9'" MAX 0.:
Z E., MI14
EG'S_ DIS Als'_
3/4'.0/4" CRO'AN S-n^FLES
IOG41-111 24" MA.�r O.C.
IN 3'AMOND PATTERN
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24' OVERHANC.
24" OVERHANG INSTALLATION DETAIL
ALPHA ALUM NUM INC.
' 110 -'-?EMILk k(1W
OR_ANDO, FL 32809
16" ALUMINUM SOFFIT
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REFER TO NOTE 6 FOR EMSIMM b'T
WOOD !-R.AAWr C INSTALLATION
VS' F04ANNCL AND STAPLES
5,/8" MIN
CMBCDN=NT _ _
Reviewed for Code
Compliance
Universal Engineenng
Sciences
SIGNED: 09/232021
1`,`NL5 BlI,LIQ J/fff
�~,r a�`GERSF��r�
STATE` OF ry
61
_LIS R. Lcmas P.L.
rL No.: 625-4
REJSphS
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DETAIL G
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STAP_C
DETAIL F
STAPLE DMMOAV PATTERN
ALAI IA ALUM NUM INC.
1710 PREMIER ROW
ORLANDO, FL 32M
18" ALUMINLM SOFFIT
INSTALLATION DETAILS
DMG ND. REU
08 02198 C
u 08/05/134 OF 4
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d-CIIANNE_ TO
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FASCIA
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OY CTHERS
SIGNED: 09!2$12021
,IN1111
R. L
*NGENp' 9(•A
-'11iiIihol,
W s R. L:)mcs P.L.
rL No,; 62511
2194 H WY AlA, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8023591
www.abdesigngroup.com
AA #: 0003325
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SUBDIV. & LOT:
CREEKSIDE
PHASE 2
LOT # 18
PROJECT*
04321.200 018R1
MODEL:
EXPRESS
SHINGLE
GA%I%AG3C SwMM.
PAGE:
60 MPH EXP. C
ARCHITECT-
STATE OF FLORIDA
A
i OCT-
- q
IMICHAEL C. ANDERSON
AR NO 17305
FD M 08/19/21
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www.abdesigngroup.com
AA #: 0003325
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ARCHITECT
STATE OF FLORIDA
ACT 14 2021
MICHAEL C. ANDERSON
AR NO 17305
r""M ` 08 19 21
DATE: / /
SCALE: 1 /4" =1' - 0"
SHEET
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