HomeMy WebLinkAboutArchitectGCNTROL
DATE m2/m9/02
Product Approval Submittal Affidavit
FLORIDA PRODUCT
FL#or Miami-
Dade
REVISION
APPROVAL
Product
Model#
Manufacturer
Glass
Method of Attachment
Building
$Design
Product Design
.REVISION EXPIRATION DATE
Description
Pressure
Pressure
For anchoring through frame into wood framing or 2x buck use #30 wood screws
with sufficient length toachive a 11/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL16103.1
R15
9/30/2022
SH Window
1500
Ply Gem
Non Impact
into masonry /concrete use3/16" tapcons with sufficient length to achivea 11/4"
(+38) / (-48)
(+55) / (-55)
minimum embed. Into substrate. Locate anchors as shown in elevations and
installation details.
For anchoring through frame into wood framing or 2x buck use #30 wood screws
with sufficient length to achivea 11/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL17499.2
RS
10/08/2023
SH Window (Alt)
185 SH
MI Window and Doors
Non Impact
into masonry /concrete use 3/16" tapcons with sufficient length to achivea 11/4"
(+38) / (-48)
(+60) / (-60)
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 achivea. 1.3/8" minimum embed. Locate ahchorsas shown
in installation details.For anchoring through frame into masonry/ concrete use
F116100.1
R9
11/30/2022
Vertical Mullion
1500
Ply Gem
.Non Impact
1/4" ELCO urttawn tapcons with sufficient length to ach ivea 1 1/4 minimum
(+38) / (-48)
(+50) / (-SO)
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 achivea 13/8" minimum embed. Locate anchors as shown
in installation details.For anchoring through frame into masonry/ concrete use
FL15353.2
RS
12/31/2024
Vertical Mullion (Alt)
5764
MI Window and Doors
Non Impact
1/4" ELCO ultracon tapcons with sufficient length to achivea 11/4" 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 ttl0 woad screws
with sufficient length to achivea 11/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL16104.1
R7
4/30/2022
Fixed Window
1500
Ply Gem
Non Impact
into masonry/concrete use 3/16" tapcons with sufficient length to achivea 11/4"
(+38) / (-48)
(+55) / (-55)
minimum embed. Into. substratew/ min 2 1/2" edge distance. Locateancbors as
shown in installation details.
For anchoring through frame into wood framing or 2x buck use #10 wood screws
with sufficient length to achivea 11/4" minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL15349.1
RSS
4/3/2023
Fixed Window (Alt)
185 PW
MI Window and Doors
Non Impact
into masonry f concrete use 3/16" tapcons with sufficient length to achivea 11/4"
(+38) / (-48)
(+60) J (-60)
minimum embed. Into substrate w/min 2 1/2" edge distance. Locate anchors as
shown in installation details.
For anchoringthrough frame into wood framing or 2x buck use#10 wood screws
wrth sufficient length to achivea 13/8'' minimum embed. Into substrate. Locate
anchors as shown in elevations and installation details.For anchoring through frame
FL14634.1
RS
12/31/2022
Sliding Glass Door
Builders Series 4780
Ply Gem
Non Impact
into masonry ./ concrete use 3J16" tapcons with sufficient length to achivea 11/4"
(+33) / (-41)
(+50) / (-50)
minimum embed. Into substrate wJmin 2 1/2" edgedistance. 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. achivea 13/8" minimum embed. Into substrate. Locate
Series 420 Aluminum
anchors as shown in elevations and installation details.For anchoring through frame
FL15332.2
R6
12/31/2024
Sliding Glass Door (Alt)
SGD
MI Window and Doors
Non Impact
into masonry J concrete use 3/16" tapcons with sufficient length to achivea 11/4"
(+33)./ (. 41)
(M8.2)/ (-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
R7
12/31J2022
transom
Smooth Star
Thermo-Tru
N/A
side of transom centerline to bucking. Fastener spacing @ 15"o/c matt. @head and
(+36)/ (-47)
(+47) /(-47)
jamb. Min. embedment of all anchors to be 11/4"
FL16107.3
R14
12/31/2023
Double Garage Door
16.2x773 W6
Clopay
N/A
3/8" x 2-3J4" Hiltl sleeve anchors 6" from. ends 22" O/C
(+29)/(35)
(+36)/(-42)
3/8"x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C
FL16546.7
R14.
12/31/2023
Double Garage Door (Alt)
16.2 x7 76 W6
Clopay
N/A
(+29) I (-35)
(+36) / (-42)
3J8" Simpson Titen heavy Duty screw anchor with 1/8" 06 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)
(+34.4) / (-38.3)
OD washers with a 1 9/32" thread penetration into seasoned dry wood supporting
structure.
3/8" Simpson Titan heavy duty screw anchor with 3/4" embed min 6" between
FL14170.7
R15
12/31/2023
Double Garage Door (Alt)
Series 170-175, 177,
180-185, 187
Overhead
N/A
lamb and bracket location. 23/4" min edge distance.
(+29) / (-35)
(+34.4) / (-383j
3/8" Dia Power -Bolt by 'DEWALT'. 2" min embed onto concrete. 1-7/8 min edge
FL15371.2
R3
7J21J2025
Double Garage Door (Alt)
Hurricane Master
Model 824/811 Steel
DAB Doors Company,
A
N/A
/
distance. 3 J8" Dia HLC sleeve by'H ILTI'. 1-1J4" min emded into concrete or filled
Inc.
block. 1-5/8"min edge distance into concrete. 4" min edge distance into filled
(+27) % (-30)
(+36) / (-44)
Sectional
block:
-----
3/8" Dia Power -Bolt by 'DEWALT' 2" min embed onto concrete. 1-7/8 min edge
R14
12J31J2023
Double Garage boor (Alt)
06 W6-16 PAN-2F156
Clopay
N/A
distance.
distance. 3/8" Dia HLC sleeve by 'H ILTI'. 1-1/4" min emded into Concrete or filled
block. 1-5/8" min edge distance into concrete. 4" min edge distance into filled
(+27) j (-30)
(+36) / (-42)
block.
Use galvanized (zinc coated) roofing nails, it or 12 gauge, with at least 3/&" dia.
heads, long enough to penetrate through plywood or 3/4" intq boards. Use nails
into:
FL30310.1
Rl (R2 PENDING)
12/31/2024
Roof
IKO SHINGLES
IKO Cambridge
N/A
per shingle. placed 6-1/8" above the butt edge, approx. 1"and from each end
N/A
N/A
and 1/2" above each cutout: Drive nails straight so thainail head is flush. with, but
cutting nto h
Miami -Dade approved corrosion resistant tin caps and 12 ga. 1-1/4'--' annular ring
FL15216.1
R10
12/31/2023
Underlayment
Rhine Roof U20
Interwrap
N/A
shank nails spaced 6"O.C. at all laps and three staggard. rows fastened 12" O.C. in
N/A
N/A ;
the field.
'
FL5259.1
R33 (R34 PENDING)
12/23/2023
Underlayment (Alt)
Polystick IRXE.
Polyglass USA
N/A
Self adhesive
N/A
N/A
FL17322.1
R8
12/31/2024
Underlayment (Alt)
WeatnerMaster 100
Atlas Rooting Corp
N/A
Self adhesive
N/A
(+O) / (-135)
FL34546.1
Rl
12/31/2024
Underlayment (Alt)
Shield Granulated
Owens Corning
N/A
Self adhesive
N/A
N/A
FL27076.16
R1 (R2 PENDING)
3/28/2623
Underlayment (Alt)
Weather Armor SB-1
APOC
N/A
Self adhesive
N/A
N/A
FL3792.5
RIS
8/16J2026
Off Ridge Vent
770D
Lomanaco
Install
N/A
per manufacturers recommended requirements.
N/A
N/A
fL19567.2
R2
9/21/2026
Off Ridge Vent (Alt)
MMI
MILLINUM METALS
Install
N/A
per manufacturers recommended requirements.
N/A
(+0)/(-70)
FL15272.1
RS
12/31/2023
Soffit
2T Soffit Aluminum
Alside.
N/A Install
per manufacturers recommended requirements.
(+31,6) / (-38.8)
(+75)/(-75)
FL33919.1
RS
12/31/2024
Soffit (Alt)
Variform Soffits Vinyl
PlyGem
Install
N/A
per manufacturers recommended requirements. SEE PA2 FOR CODE
REQUIREMENTS ON INSTALLATION
(+31,6) / (38.8)
(+157)/ (-46.1)
FL16544.1
R6
7/30J2023
Soffit (Alt)
Aluminum Soffit
Alpha Alum
Install
N/A
per manufacturers recommended requirements.
(+31,6) / (-38.8)
(+54.2j/(-54.2)
FL37824.1
RI
12/3.1/2023
Soffit (Alt)
Aluminum Soffit
Variform
Install
N/A
per manufacturers recommended requirements.
(+31.6) / (38.8)
(+106.8)/(-141.6)
FL12194.2
R12
6/19/2025
Soffit (Alt)
T4 Soffit
Aluminum Coils
Install
N/A
per manufacturers recommended requirements.
(+31,6) / (-38.8)
(+70J/ (-73.3)
Hurricane Panels Less than
Hurricane Storm panel
1/4"
x 20 stainless steel or ELCO Panelmate with minimum embedment @ 13/4" in
FL36293.1
R3
12/31/2022
6'span
24 GAGE
MFG.
N/A concrete
/masonry, 2 1/2'' min. edge distance, 12" o/c max. spacing. Can be
N/A
+47
( j/(-53)
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 @13/4"in
FL16293.1
R3
12/31/2022
more
24 GAGE
MFG.
N/A concrete
/masonry; 2 1/2" min. edge distance, 12" o/c max. spacing. Can be
N/A
(M5) / (-50)
headed
screw or ale thread but with wing nuts.
FL17147.1
RS
6/27/2022
Zip System Sheathing
Wall Sheathing
Huber
N/A Install
per manufacturers recommended requirements.
N/A
N/A
FL13192.2 R6
12/31/2023
Lap Siding (Alt)
Ced1P lank lames Hardie Building N/A Install
per manufacturers recommended requirements.
Products
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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SLJHDIV. 8e LOT:
EXPRESS
MASTER PA
PROJECT*
UODEL:
EXPRESS
SHINGLE
GARAGE STrMG:
PAGE:
60 MPH EXP. C
ARCHITECT
STATE OF FLORIDA
044a__�_
.
FEB 1 1 2022
MICHAEL C. ANDERSON
AR NO 17305
"`"� ` 02 09
DATE: /02
SCALE: 1 /4"=1' - 0"
3 23/32"
RN PE$[FIFT OX WE A'RRWII IT9A I
i
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BILL OF MATERIALS
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-7 1 HE:. PRO II I SHOWN HERLIN IS C-.SICNED AND M^.'%.. P.':IURED C COV. LY W IH
HEOUIREMENIS OF -1= F_:1RLA HUILUIN': CODE.
2, MOD FRAMING AND MASONRY OPENING -0 BE DE -SIGNS AND AWHOP,ED TO PROPERLY
I I k RARSFh@ AI I DAM U S-RUM: URh: FRAMING AN.: MASONRY O7JFNING IS IHIF
RCSPONS E LITY OF T E ARCI IITEC- OR ENO NCB OF RCCORC. � FRAME BUILDING
hRA.4^h HIM iTIN.� ! "`���' o D ( 3.. ALLOWABLE STRESS INCR-:AS7_ OF 11,3. VIAS NOT US=D IN -HE CESIGN OF THE: PRODUCT F',IMF HUll IiIN; �-�--mot. �.BY U HLKn � mow...B" (7-HFR
Q 0 Q _ !8SHOWN FE<EIN, 'MIND _OAC DURATION FAC OR Cd-1.6 WAS USED =OP, 'MOOD ANC -OR h- � B" OTHERS _a
- {` r' rr`' - �v rl t -TIII; IS NOT A BRAS = 4 `"�:e nIIS IS NOT A BRACE
.AI UI414\S.
r •._.r THIS IS 'wC�T. 4: BRACE r. „�:_- THIS IS FART OF ' -'`` `'^~ ,,.... THIS. IS PART OF
4. -'RAMC IAA-17RI.AL" COLD POLLED FORd A_UMINUM 3105 II28. � `
r i 6. =0R ANCHORNC INTO WOOD FRAMING OP. 2X 541CK U£E...1 3/4" TRIM PAINTED STAIN-ESS 1S' j'" -� IRIS IS USSPIRif ft-. RUSe 's1'"5T=M `'�-.v �� � R#�fS- TRL15S SYSTFRI
STEEL NAILS WITH 1/`' HEAD DAMTER, 3/L"X1le" CR'OtWN OP 3/p"?:3/8" STAPLES, lr"+-.� ; "`� +�'�� `_t ``�`' yl�`'`-•_``._�
REF=R -0 DETA S A. 8, ': AND E =4R MINIVUM EMBEDMENT AND S=,ACING. �=
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NAIIS. OR. ANCHCRIN,' INID MASONF.Y/C,:3NCR-IF WII-I SI::11:t.Y: IISF I.. OR
4 9/32" 7!`$' 4 9/.32" 7/8- 4TI1R NAII S R'F=R -0 DFTAI (7. -OR MINIMUM FMRFnM=4T AND SmACING. Y 4.
ALL FA5TC\EPL -0 DC CO?ROSIGN RESISTANT,
r 6 hdST,4LhTDN ANCHORS STALL INS LED IN ACCORDANCE WIT- ANCHOR
,11 r
MANII:-ACI..R-R'S INS At IA ICON INS RUC IONS AND ANCH11PS 9—Al I N^I R- USF
1/e` Sl16STRnTF'--. WTH STRFNpT-S 1=SS THAN T F MNIMLIM S-P.FNfITH SP=CIF=7 BF 01Y: 11 `-
1 f6"ALLM4INUM SOFFIT- SOLID AND VENTED A. WOOD MINIMUM SPEC 9C GRAVI-V D= G 0.42
D, CONCRCT= - VINIMUM CCMPRrSSIv_ STRENaT CF 3.192 PSI. 11 1. ExTR 1 ° 1K FL^RING T+
31D5P9L8AL1iMNVYJAA.f34TiN4GlC C• IdASOV'Y' - S'RCNGTII CONFORMANCE TO A kV L'-£U, GRADE N, -- 1 (CR GREATER}. ,-SF- �1 S=F `S-F 1�j SF--�' SF_ L�/jy tt 5 RIR c;_F -�
VENTED VER870N VENTED AREA: 20.25 MLIN=AR FOOT >� ... .. �-^ i
LETNI-S D=T7JL E "- ._ JLS - DETAAIL E —� DETA _S - -,^JL E
D AND C S ICE 4 A, E AND SIIC_T A, D AND C t� S --IT 4
DCSICNFRESSIfAERArAYf; iAIPACTRAT DEsrNFRE.SSLARERArAv wACrkA74Nt D6SIGNPRE&SIJREAATIAIG !ldFACTRArIfVG 51 CZ S =CT 4 $1 ECT
SEE DETAIL D
.!'64.2PSF HG%Nf ±38.4PSF NONE NONE 12" CW RHA`vC IV OV=RHAN'_ SFE--_ 4
W4N W,9TAJI.EV Ind?2"OVERPMW WHEN fWrAtL6VW11r'01EWWW WhSVN57A4LEDM:$4°aK.RWMG 12" 0 VERHAJ40 INS T.ALLA T(ON DETAIL 16" OVERHANG INSTALLATION DETAIL
12" StAX O.C.
24' O1r=RHANG
24" OVERHANG INSTALLATAM DETAIL
f
i 1/2' ,
d
F CHANNEL
3f054i26ALUAd1NUM •012' TH1GK
�— 1 I/2"
3/
t
(1 "1 CMAINEL
5105--"ALUMINUM.012"THJ4 X
-RAMF HIM E`.IN'
9Y OTHER5
THIS S NOT A BRACE
�.` THIS S PART OF
ROOF. TRUSS S'fST-JO
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OF CONTENT-
1E_. NU. )EK:MIi'IIUN
PROFILE5 AND NOTES
2 INS-ALLATION DEALS .AND COMP ONEN-S
hsAIAF HIM DINO
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-HIS IS NO- A 3114,CE
-HIS IS PART OF
ROC_RUSS SYSTFV
ALPHA AI UM NUM IVC.
1710 PREMIER ROW
ORI ANDO, F I 32S09
16" AI UMINUM SDI I I
�ROFLES AND N07S
L. 05- D21 98
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SEE '` SEE
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SHEE1 9 _.--J.--..__._. A, N ANO �; FSh IPdI t� r
16' NERHANG
16" OVER\ HANG INSTALLATION DETAIL
SIGNED: 0923,2021
Lu-s R. Lamcs P.L.
rL No.: 62514
R VRa'II1X1S
R�1 cm;p"ON GATE 11-flkwm
H-NISLJ VUILS S 'A 6 AND XIAL C 36/1 l,/Iml R.L.
=P,AME 3U 1NNC
?Y 0 HERS
r -HIS IS NOT A EIRADE -Ills IS FAR- 4r
t RRC- TRUSS SYSTEM
EXTERIOR a —I X FURR NO :.
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A, 3 AND C I SHEET 4
SHEET 4
I- SEE DETAIL C
SHEET 4
1 r" Mrtx ").C.. .
2L" OVERHANG
24" OVERHANI3 INSTALLATION DETAIL
SIGNED: 0912312021
ALPHA ALUMINUM INC.
1110 PREMIER ROW
0-ANOO. =L 32809
18" ALUMINUM SOFFF
INSTALLATION DC"A LS
vanw- nwr: xn.
.I. os-Dares
Ak NTS IMIF 409/05,/'`13 3"13 OF 4
L ROBERTO LQLM$ P.E.
$ W W000FORO FID � EMS1,?LLE, NC 2.703
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'Luls R. Lamas P.L.
FL Noe 62514
1/4' MIN
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I i UJI- 1 2c" Mn4 O.C.
Z15 MIN
ED::. DIS ANC:=
,FuRn NG STRIP
24"OVE
3/4'X1/4" CROWN 5-AFLES
I OC.AI-D 24". MAX C.i:_
IN 7AMOND PATTER\
ALPHA ALUM NUM INC.
710 AftMILR ROW '
OR_ANDO, FL 32809
16" ALUMINUM SOFFIT
NS-ALLATION DETAILS
L, 1 0$ 02198 C
NLC NTS DIOE 08/05/13 1 M'ET2 OF 4
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DETAIL F
STAPLE VIAMOMD PATTERN
ALPI IA ALUMNUM INC.
1710 PREMIER ROW
ORLANDO, FL 32809
16" ALUMINUM SOFFIT
INSTALLATION DETAILS
oars Ma.
0$ 02198
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SIGNED. Ii9A SM21
1 � 4
_Lis R. Lamas P.L.
FL Na.: 62514
car a=RR�'kn7
17. 1[;71
FDOF
HHFRS.
CROWN S-APl
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LOCATED 24" MAX, O.C.
J—CIIANNC_ TO
BE TU SH WITH
FASCIA
FASCIA
DY CTIICRs
SIGNED 092"21
c �xf�'r�MALI''t
Lu`s R, Lrrmcs P.L.
FL No.: 62514
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325 J
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SVHDIV. de LOT:
EXPRESS
MASTER PA
PROJECT*
MODEL4
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH E -F C
ARCHITECT
STATE OF FLORIDA
FEB 1 1 2022
MICHAEL C. ANDERSON
3057AR NO 1PRINT 02 09 02
PDATE: / /
SCALM: 1/4"=1'-0"
A%.E.O A Fr.1FWIND
FRWURESWP5F
S8417SPANTAIlbr,
VATUORM
SAYE'
TH J511TCt3E5
18�
Sor�I�'I'E'TYPE
DwA1v6(%ll1,amijln)IV,Nails
+1ti4.1
+535.3
+96.d
9"-36780 Ventod-36781
-369.1
-135.3
96,6
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AA #: 0003325
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ARCHITECT
STATE OF FLORIDA
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FEB 11 2922
ICHAEL C. ANDERSON
AR NO 17305
PRINT DATE: 02/09/02
SCALE: 1/4"=1'-0"
SHEET