HomeMy WebLinkAboutProduct Approval AffidavitMethod of Attachment
Building Design
Product Design
Pressure
Pressure
me into wood framing or 2x buck use#10 wood screws
:hive a 11/4" minimum embed. Into substrate. Locate
Lions and installation details.For anchoring through frame
se 3/16'' tapcons with sufficient length to achive a 111411
(+38) / (-48)
(+55) / (-55)
)ttrate. Locate anchors as shown in elevations and
ne into wood framing or 2x buck use #10 wood screws
;hivea 11/4" minimum embed. Into substrate. Locate
[ions and installation details.For anchoring through frame
se 3/16" tapcons with sufficient length to achive a 11/4"
(+38) / (-48)
(+60) / (-60)
strate. Locate anchors. as shown in. elevations and
ne into wood framing or 2x buck use#10 wood screws
,hive a 1 3/8" minimum embed. Locate anchors as shown
nchoring through frame into masonry / concrete use
s with sufficient length to achive a 11/4" minimum
(+38) / (-48)
(+50) / (-50)
stance. Locate anchors as shown in installation details.
ne into wood framing or 2x buck use #10 wood screws
hive a 1'3/8" minimum embed. Locate anchors as shown
nchoring through frame into masonry/ concrete use
s with sufficient length to ach ive a 1 1/4" minimum
(+38) / (-48)
(+48A / (-48.1)
stance. Locate anchors. as shown in installation details,
ne into wood framing or 2x buck. use #10 wood screws
hive a 11/4" minimum embed. Into substrate, Locate
.ions and installation details.For anchoring th rough. frame
;e 3/16" tapcons with sufficient length to achive a 11/4''
(+38) / (-48)
(+55) / (-55)
strate w/ min 2 1/2" edge distance. Locate anchors as
S.
ie into wood framing or 2x buck use#i0 wood screws
hive 11/4" minimum embed. Into substrate. Locate
ions and installation details.For anchoring through frame
e 3/16" tapconswith sufficient length to achive a 11/4"
(+38) / (-48)
(+60) / (-60)
strate w/ min 2 112" edge distance. Locate anchors as
S.
to into wood framing or 2x buck use #10 wood screws
hive a 1.3/8" minimum embed. Into substrate. Locate
ions and installation details.For anchoring through. frame
e3/16" tapcons with sufficient length to achive a 11/4"
(+33) / (-41)
(+50) J (-50)
strate w/ min 2 1/2" edge distance. Locate anchors as
s.
ie into wood framing or 2x buck use #10 wood screws
live a 1 3/8'' minimum embed. Into substrate. Locate
ions and installation details.For anchoring through frame
e3/16" tapcons with sufficient length to achive a 11/4'
(+33)/(-41)
(+48.2)/(-48.2)
crate wJ min 2 1/2'' edge distance. Locate anchors as
S.
e distance @ head, 4" edge distance @ jamb, 4" each
:o bucking. Fastenerspacing @ 15" o/c max, @ head and
(+36) J (-47)
(+47) / (-47)
all anchors to be 1 1/4"
ichors 6" from ends 22" O/C
(+29) / (35)
(+36) ( (42)
ichors 6" from ends 22" O/C
(+29) ((-35)
(+36) / (42)
uty screw anchor with 1 1/8" OD washer into grout
i of 2.3/4", min, edge distance of 4" and min. end
r spacing of 20". 3/8" dia. X 3" long lag screws wlth 1"
(+29) / (-35)
(+34.4) / (-38.3)
thread penetration into seasoned dry wood supporting
uty screw anchor with.2 3/4" embed min 6" between
2 3/4'' min edge distance.
(+29) / (-35)
(+34.4) / (-38.3)
NALT'. 2" min embed tinto concrete. 1-7/8 min edge
ve by'HILTI'. 1-1/4" min emdedinto concrete orfilled
ante into concrete, 4" min edge distance into filled
(+27) / (-30)
(+36) J (-44)
VALT. 2" min embed tintoconcrete. 1-7/8 min edge
ve by'HILTI'. 1-1/4" min emded into concrete orfilled
3nce into concrete. 4" min edgedistance into filled
(+27) / (-30)
(+36) J (-42)
I roofing nails, 11 or 12 gauge, with at least 3/8" dia.
[rate through plywood or 3/4" into boards. Use 4 nails
love the butt edge, approx. 1" and 13" from each end
N/A
N/A
. Drive nails. straight so that pail head is flush. with, out
aM
ision risistant tin caps and 12 ga. 1-1/4'' annular ring
.all laps and three staggard. rows fastened 12" O.C. in
N/A
N/A
N/A
N/A
Compliance
llniVereal En Ineerl .tt
N/A
(+0) / (-135)
. cienres
N/A
N/A
N/A
N/A
commended requirements.
N/A
N/A
commended requirements.
N/A
(+0) / (-70)
commended requirements.
(+31.6) / (-38.8)
(+75) J (75)
:ommended requirements. SEE PA2.FOR CODE
ATION
(+31.6) / (-38.8)
(+157) / (-46.1)
:ommended requirements.
(+31.6) / (-38.8)
(+54.2)/(-54.2)
:ommended requirements. -
(+31.6) / (-38.8)
(+106.8)/(-141.6)
:ommended requirements.
(+31.6) / (-38.8)
(+70) / (-73.3)
LED Panelmate with minimum embedment @ 1 3/4" in
nin. edge distance, 12'' o/c max. spacing. Can be
N/A
(+47) / (-53)
ut with wing nuts.
LCO Panelmate with minimum embedment @ 1 3/4" in
nin, edge distance, 12" o/cmax. spacing. Can be
N/A
(+45) / (-50)
ut with wing nuts,
ommended requirements. N/A
N/A
:ommended requirements. -
CONTROL
DATE 02/05/02
2194 H WY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-8021591
www.abdesigngroup.com
AA #: 00033,25 J
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SL78DIV. 8C LOT:
EXPRESS
MASTER PA
PROJECT*
MODEL
EXPRESS
SHINGLE
GARAGE SWING:
PAGE:
60 MPH EXP. C
ARCHTECT-
STATE OF FLORIDA
FEB 11 2022
MICHAEL C. ANDERSON
AR NO 17305
DATE: 02/09/02
SCALM: 1 /4"=1' - 0"
SHEET
�At
e
3 23/32"
Ri a snl,:
RN PESCPPTON Irl
C NL'fSLU NUILS.5 do 5 AND U_I.AI_ C C9/I"J
A'PRNED
a-L.
NO -ES:
_
_
0 a
1
HE PRr 'UCI SHORN FFHEIN IS C�GNED NND bJ U\\ -A:JURED C GOMOLY W III
RLOUIKEMLNIS OF 1_ F-:1FLA HUILDIN': CODE.
_
2.
MOD FRAMING AND MASONRY 3P NING -0 BE D_SIGNEO AND ANCHOP.EC TO PROPERLY
}
t
RA�\Sh F=: Al l "ADS 0 9 RUC URF.. F.' ,lAING AN' MASONRY 01:JFNING IS IHh
_
RE,PONS B LITY OFT AICI IIT=C- OR ENG 14EM or P.CCORC.
_
Q
0 o Q
3
ALLOWABLE STRESS INCR�AS= OF 1/3 WAS NOT USED IN -HE CESICN OF THE PRODUCT
-
3/8'
SHCWN I-E:eEIN. 'RIND _OAC DURATION FAC OP. Cd-1.6 WAS USED =OP, WOCD ANC -OR
_
,"Al CUI AI CAS.
-RAMC
II II
II I'
J
4.
WA-CRIAL: COLD ROL_CD FORM A_UMINUM, 3105 1128.
'
5.
=OR ANCHORNC INTO WOOD FRAMING OR 2X BUCK USE 1 3/4" TRIM PAINT? STAIN-ESS
STEEL NAILS WITH 1/t' HEAD DAMTER. 3/L''iCift• CROWN OR 3/a"?:3/8" STAPLES.
REFER -0 BETA -5 A, B, 3, AND E `OR MINIMUM EMBEDMENT AND S=ACING.
-3 5/8"
G,
-OR ,ANCI103NG INTO MASONRY/C;:NCR-C 1YFT 00 -"-TUC' USE .0E17"X5/6' T OR STUB
N.•NIS. -OR ANrHC.RIN-JNt.❑ MASONRY/,7CNCR-II NII-I SIJCM. 111SF .0R7"X1=117" I OR
4 9 32 .III 7/ 8�r
4 9/ 32' III 7/8'r/
;TUB NAII S R=F=R -0 DFTAI C OR UININI161 FMRFOM=NT AND S=ACING.
7.
ALL -0 1ON
I I 1I
8
S7A-LENT.
L-ATLNCI�
NSTAL�TON ANCHORS SHALL BE INS -"._LED IN ACCORDnNC_ WIT- ANCHOR
RS 3-IN-L
NAANU-Afl .R R'S INS AlA ION INS RUG If NS AM" ANCHORS -,.AI I N.nI R- IJS. — \
SUBSTRATE= h' TH TRFNGT-S I SMS THAN T-F h MIRt + RFNGTH CP=CIF = 7 RF OW:
1
f6"ALUIWINIIM SOFFIT- SOUR AND VETITF�
A. WOOD - MIN MUM SPEC =1C GRASIT C- G 0.42
CONCRET- w'RENUM tZ.CMPRCS.aN_ Cr 3.192 PSI.
D.
511Ya H26 ALUMWUA#.G72THJLYC
,,TRCNwT.
MASONRY C± RCNGTII GONFCRMANCC TG AS f/ C-BC.. GRADE N,. 'Y== 1 (CR GREATER).
C' 1AAaOVZ'l
VENTEt3VERSIONVENTEDAREA)20.2EMl5ZwEARFOu7T
-
DESIGiI PRESSURE RATING
7APACT RATOK;
DESMPRESSURE RA 7PM,
!,PACT RAnWT
17ES76N PRESSURE RATING M1PAC7 AATPIG
t54.2PSF
A
±38.4PSF NONE
t81.1PSF
nraNe
W±fc7VAV9TrILLEO'lN f2"pVEA1NAR7 W4EN 1d,ISTALLE0lNi9`OVEWfANQ:
IY'NEA'fN9TALLEO M'8d'p4ERNANO
L {
lz� FCHAAML (-) J CHANNEL
3f05-NWAtllMINLW.012'TH1CK 9105498ALUAIPJUM.OIT7HICK
-RAMP RUI 1ANr
5Y OTHERS
THIS 5 VOT A BRACE
THIS S nART OF
ROOF TPUS. SY TE M
,•- SEE
,E-NLS
I , A AND G
SH-tl 4
12" OW=RHA\G ?.**OVERHANG INSTALLATION INSTALLATION DETAIL
-A2 E CF CONTENTS
IL_ NU. DES:HIIIUN
PROFILES AND NOTES
2 A IN, ALLATION DEALS AND COMPOF
FiAMF HUII DING .
B CT-_RS
Al PHA ALUM NUM IVC.
1710 PREMIER ROW
ORI ANDO, M I 69HOS
16" AIUMINUM 5DFI1I
51tOFLES AND NO-7S
DWG NC-
Us-D2198
NTS i1T 08/05/13 !"' 1 OF 4
L rTC73ERTC LdAdFS P.E.
1,W IWODFJRD RD LEW bVILLE. H•C27f ;3
APM- BLYY17 vhi/YNlA�hH.^idiP9.MP1
SIGNED: 092&P021
\\\\5 % I f L 017f��i
!:StiNA 0�q fr
.S.• •'`•'tiC E N ��` ' P
rq�/t. a fi
�A,��,,�
` ff'fi�akA Ley\\�ti
L u's R. Lomas P.E.
rL No.: 62514
e vea;xe.
_/ =E RIPTION DATE
N_uISLJ NUILS. S.& 8 AND JLIAL C Dg/11/
=RAME 3U -DING
?Y 9-HERS
HIS IS NOT A GRACE
��
-1 IIS I$ rA A 3P.ACC IIIS IS FAR- OF
� _ 'tC•C- TRUSS SYSTEM
-HIS IS P,AP,T OF iiJ`_�
R00= -RUSE. SYSTEM
SEE I._L i SE_ _
DETA_ C DELNLS SF -
SHEEI 9 i _. �,.,-._ A, H AND C "FINI C
5HE_I c SHF-I
16" OVERHANG-
16" OVERHANG INSTALLATION DETAIL
E17ERk7H t 'I
\ 1 X FURR NC
r �^ SFF -�...i S:-RIP SFF
OFTAII S Fi=TAII G
A, 8 AND C � SHEET 4
:SHEET 4
1 - SEE DETAI_ C
SHEET 4
t 7" Mov U.C.
21" UVERIIA.NG -
24. OVERHANG INSTALLATION MAIL
SIGNED: 09i2J/2021
A_PHAD A Huu tNitUM ANC.it LID f,
RO
OR-AN00. =L 32909 tiv�•�\GENg 4rP
15" ALUMINUM SOFFI- v i1=
INS"ALLATION DC -A LS 14
rxar R°x Nr�.
r NTS u r 08/05/13 08 U9138 OF 4 C. '77/j1"a11IA `1 1\N
L>OWATOLCU49RE Luis R, Lamas P.C.
W2 f%00 01110 RD LEWIS4^LSE• NC 2M2J FL No.: 62514
4V sm-G6d9 rl(anaa�Y,omsapN.L9a
BILL OF MATERIALS
I NO.:
PART NUMBER
DESCRIPTION
MANUFACTURER
MATERIAL
1
SOFFIT
AI PHA AI IIMINUM NC:
AI IIMINUM 3f05J-128
2
F CHANNEL
ALPHA ALUMINUM INC
ALUMINUM 3105-H28
3
J CHAIN I:L
ALPHA ALUMINUM INC
ALUMINUM 310 H28
1--WIF AUII DINT;
8- OTHERS
THIS IS NOT d BRACE
THIS IS API 01k
I I L- SF= �J
L--y� DETAILS
DA.NDC
LSlCT 4
17" fN RHA\C'.
12" OVERHANG INSTALLATION DETAIL
1/4` MIN
L:MB-DMEN1
DETAIL A
WOOD FRA1A0ulEi A3TALL.A 770M
i14• F CHAN,VE1. /iAJD NAll.S
VMOA MAMJA'G MJSTALL.ATION
W F C4iANNEL AND STAPLES
5/S' MI`J
CMBCDM:NT
S=F
D=T'JL E
S 1EE- 4
1 3/4- TRIM PAINTED SS NAIL
W/5/16" -EAD CIAM=R
10 AIFC 2?" MAX U.C.
3/B" MIN.
EUG_ DIS ANC_
3/4-X1/4" C"iN 57APLES
IOC.AI-O 94' MA.Y O-C
IN JAMOND PATTER\...
FKAMh HIJI1 MN -
BY fJ HLKS
TH6 IS NOT A DRAC
i THIS IS PART OF
RLISS 13Y1_;T=A1
_ 1
`.c=F �--� SF= -
a51LS DETAIL
A, E AND C 311E-7 L
C. -ET 4
1 F" (Y•J=RHANC
I6"OVERHANG IN5TALLATION DETAIL
FURRING STRIP JAr8rM LATM
941OVER14ANO.
REr 61GN5
Rry rr ;CRIPnON nArr AWWMS)
C RF.75Ff) NnTFS F R 6 ANr rFTAI C n9/7/701 RA
FRAME BUILDING
EI" O-HFRS
TINS I$ NOT .A DRJ
THIS IS PART OF
RCN r TRUSS SYSTF
EXTE'RM 1 K FU` ZING
- SF- ,1yr ! +,1 S-RIP-F
Y
DETA.,S �^ .E rNl_ E
A. 9 AND C G -CT 4
SI ICCT
- SEE D7AIL D
SFE- 4
12- MAX O.0
24' GV7 HANG
24" OVERHANG INSTALLATION DETAIL
SIGNED: 09/23/202f
ALPHA ALUM NUM INC.
tl I �vr,
' /10 �REMILR ROW
\,atl"
,\ \g Ft..LD+I/7�rj•,
02-NDO, FL 3`28OS
EN ` y�e�\U,S�y� s
��,� it=
15' ALUMINUM SOFFIT0
I\5-ALLATION DETAILS;4
?O IC`
L
�� �•'1tORl0� •:
Dwma
Ddc NO.
Ful
Y.L.
08 02198
C
,
✓r sSl • • • 4Ao \\
lyrrlld 11ti1rG\•\\\N
_Lis R. Lomas P.L.
FL No.: 62514
SCM-E NTS JDATE 05/05/13
B'ET2 OF 4
aclsran4rwlvtw.fF.
rarva�rrem rnlcrslm.rr.ncarors
4:Gt.&R&�-GC9 rrtPmAF�/1+CVn:Sie30@rH
1 S/4' 1 t M PARJI _D. 5: NAIL
iV/hf 11*' F--AT,nIAMF FR
E•} PER.FANC_
/4"XI/4',Gf�OWN STI.PI r
IV) PFR PANE
FASCIA
ix OR ix
a OCK
ftEYSpI$
Rry - CrSf.RFWN rAT A-PR7V-:7
C RFYSFI} h^TFS F t. R ANn I'.-T.0 f. I r4/17/7n71 ?.1
FOCF
11HhR�
Sj`4 I/4 CROWN a AP-E
0-2 3/b-X,5/d" SIAI+I F
LOCATED 24" MAX.. B.C.
J-CIIANNC_ TO
BE =LLSH WITH
FASCIA
FASCIA
DY OTHERS
„ DETAIL Q
MIN WOOD FRAMNG INSTALLATION Reviewed for Code
1NTT}I J-CHANNFI. Compliance
DABED'AENT Universal Engineering
3/8- Sciences
EILIftEN
STAPL-5
_ 3/4"X1/4" CROWN STArLC-
•R 3/8'x5/4" S AP F
C _OCAT= {1; .AT EACH CROOV- YI 1
1/4" FASCIA JP 1 3/4' TR M FAINTED SS MAIL ` 4
3/6" MIN. 1Y/5/ 1E" l— AO nQAFTFR
f DGIF DISIANCF _OCAT7J 24" MAX O.C. 3/6" 3-W::[N
DETAIL E STAP-ES
NA70nFRAMINt:1N.4TALLATJON DETi4fL F
3 B" MIN FASCIA SIDE STAPLE VIAMTCM PATTERN
FDGF DISTANCE
{
f1 A°
G97 " X 1 /2" MA L - T
MINIMUM
UR S. UH NA L
LGCAI-D 24" MAX
S_UCCO
7Y OTHER
MASOAWICONCRETE DETAIL 0
BY OTHERS MASOIRY•CONCRETE 1Ar5TALL rCN
W!F CJiANNa AN& NA!L.5
REFER TO NOTE 6 FOR EMSEDVENT
ALPHA ALUM NUM INC.
1710 PREMIER ROW
ORLANDO, FL 32809
16" ALUMINUM SOFFIT
INSTALLATION DETAILS
cPnwr.: nF� No.
V. _. 08 02198
56'LE NTS E 08/05/13 1 �ET4 OF 4
L;?0"r0 LAWS P.1E.
;+ P 4 OOPFIJxm Lin 1 F.wsvx 1 F 6'C 27LY'S
4,i -=-06a9 ft'W_4M�MA.,, avfo
C
SIGNED.' 09,123/2021
ti\1111 t I I t lllrr
ti4\ RHO R. L p/ifrV
r PONCEKS�,egd1
0 ,6e,�•
:MAT CF -,4
OR101:•aLN
/ZstONW,E,N
Lu's R. Lamca P.L.
rL No.; 52514
►_,
2194 HWY A1A, SUITE 301
INDIAN HARBOUR BEACH,
FLORIDA 32937
PH: 321-802-3591
www.abdesigngroup.com
AA #: 0003325
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StmDIV. de LOT:
EXPRESS
MASTER PA
PROJECT*
MODEL:
EXPRESS
SHINGLE
GARAGE Sl'IMG:
PAGE:
60 MPH EXP. C
ARCHITECT:
STATE OF FLORIDA
/ 14Z1 L/
FEB 1 1 2022
MICHAEL C. ANDERSON
AR NO 17305 J
PRINT 02 09 02
DATE: / /
SCALE: 1/4"=1'—O" 1
SHEET
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FEB 11 2022
L
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AR NO 17305
PRINT DATE: 02/09/02
SCALE: 1/4"=l'-0" 1
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