543 Aquatic RES20-0332 revision 1-4-21_1Remision Request/Correction to Comments
City of Atlantic Beach Building Department
8C101 Seminole Pod, Atlantic Beach,, RL 32233
�`'}''` Phone: Q904; 241-5812E Bmail: Building-Dept@cclab.u�i
0 REN ision 1 a ISSL ec PElrmii OR F-1 Corrections to Comments
FlnajElct Ac c ress: 5421 AcluEgic DfvEi Atleirlic Beact, FL 321033
Caril ractor/Contact Name: Dor l3a Ir a
Contact Phone: 43211; 794•,1963 Email: to@thinkiiouse.com
DEscriptian of Proposed REvision I CorrElctiaris:
Add insllallation of windows and alit iricl glass c acro 10 our scopq oil miork
""ALL INF ORMATICh
1- IG HLIGH111ED IN
GRAY IS REQUIRED.
FIERMIT #: REIS210-C3212
Dal 9:1;11116,12020
Don Bo Iric affillm the iievisioniclaurection to comments is in(IILsive of the proposed than€lWi.
Qpririted riamEI)
Will proposEc rElvision/corrElctioris ac c additional squarEl foota®e to aniclinal SL L mittal?
❑INa Q YEIS Qac ditiarial s.f. to to added: I
• ill FPiaFlcisErc re%ision/clorreaticiris add additional inarElaslEI in t L iidiri@ valLa to ciriginal sL t mittal?
FNo 0"'Yes (additional irICIrEIZISE irl L L ildirl® V ,lue, � ' ((Ion' nactor muss sign i1 incuea9e in valuation)
113i@mature of Cantriacton/AgE rii
(CIfllicle Use
Ind Approved ❑ Clenieic ❑ Not Applicable tc [leiplartment
Rev isiori) Rlari Re\ iElw Comme ri
Daparl ment Re%iew ReigL ired:
8L ilding
RlaririinEl 81 Zoriing
Tree Ac miriistrator
FIL L IiC Works
RL t HC U1 ilil 1E s
RL k HC Safety
Fline Slerivicles
Reumii FIoeI Clue;
Rev lowed By
13ate
Lpdaied 10/17/18
Slm:xikon Series 05-05 2 -Penal vn,yl Potiv u.—
MAAIMUM Uvt Ar, Nu�krNAL bILG: See Size Chart
DESIGN PRESSURE RATING: Sea Sice Chart
USABLE CONFIGURATIONS: x0, Ox
GENERAL DESCRIPTION: The head, .111, 0.,d ,ldw j-155 are axtraftU Pvc. The wall mickness
through which the anchor screw pu ztrwxes is a minimum of x.070".
6
SIZE CHART
OVER SIZE UC.
" SPACING OF RATING
71" 96" 17`
95" 80` 23
PS
71^ Ari" 7.3
x15 ,2
2X -C7
m
/ /
3
w
x
W
1 Csclmare AYL]wa
WOOD SCREW.
PQIEelnwer. W Y Liar]
SCREW THROUGH KEEPER
Angles
KEET TO eau
MA)
flT , of1
J40 % 2 1/2' MOI. WOW
O.C.
So
SCREW WITH 1.50" MIN.
X
�EE SIZE
Ir
�Ni Rev w—
Q
I 80"
1 23' 1 i� rSF l
>E
i
UNIT WIDTH
I
�'W" M.A. OVERALL FRrarE WIDTH
SIZE CHART
OVER SIZE UC.
" SPACING OF RATING
71" 96" 17`
95" 80` 23
PS
71^ Ari" 7.3
CIRCA ANCHORS REOUIRED ONLY FOR
95x80 AND 71x90-DP35.
i50 w 2 1/2' IDN. WOOD
SCREW WITH 1.50" MIN.
EMBEDMENT RTO w w ;
Min. EDGE DTST., SEF NOTES
�C�u�c CnvTA
SEE NOTES it & 12
1/4" MAX. SHIM
NO P.E. SLAC REQUfRtD
INSTR[[ATION SUPPORTED
BY AAMA iE51 REPURI5
— euCK
SILr_ONE CAULK
SEE mics , R ,2
HERD
cA SUCK-,-,
UCK
SILICONE CROCK
SEE NOTES 11 & 12
/:' �.,x. SHIM
r10 X 2 1/2- MIN. WOW
SCREW PATH t.Wu MIR.
E.-m-EMi 1ne0 WOOD
MIN. EDGE DIST.. SEE NOTES
CING
'MART
Sg1CONE CAODt
SEE NOTES 11 & 12
T FIXED PANEL jAM2
SIOCONE
SEE N07ES 11
+Q sin:. REVISED EM.
UPOAlEO NOTES, GENERAL OESCPoPAON, AND T.D.D. 04/015/
nn., n. a WAIW
ADDED wZ1S PFR NEW TESTING. T.D.D.
ADDED GLAZING DETA99. T.D.D. o6/zo/
ruueu tLmI1C NOTE AND UPDATED SIZE T.D.D. 03/11/
„ W. EDGE DIST. NOTE M.L&. ae/17/
UPDATED SIZE C14m, It � sr Gal 1 11/23/
s' IMA. Ona,
R—IRED
CONE CAULK
NOTES 11 & T 2
_. JUCK
rl:) SILL
SILK -ONE CAULK
TE. 11 &
x15 ,2
2X -C7
MAX. SHIM
def .• ' '
1 Csclmare AYL]wa
/15 % 2 3/2- WOOD
PQIEelnwer. W Y Liar]
SCREW THROUGH KEEPER
Angles
ALE:
IN Tv nanxr
flT , of1
J40 % 2 1/2' MOI. WOW
0' .1U in.
05-05 2 -Proms
SCREW WITH 1.50" MIN.
�Ni Rev w—
I 71-
I 80"
1 23' 1 i� rSF l
CIRCA ANCHORS REOUIRED ONLY FOR
95x80 AND 71x90-DP35.
i50 w 2 1/2' IDN. WOOD
SCREW WITH 1.50" MIN.
EMBEDMENT RTO w w ;
Min. EDGE DTST., SEF NOTES
�C�u�c CnvTA
SEE NOTES it & 12
1/4" MAX. SHIM
NO P.E. SLAC REQUfRtD
INSTR[[ATION SUPPORTED
BY AAMA iE51 REPURI5
— euCK
SILr_ONE CAULK
SEE mics , R ,2
HERD
cA SUCK-,-,
UCK
SILICONE CROCK
SEE NOTES 11 & 12
/:' �.,x. SHIM
r10 X 2 1/2- MIN. WOW
SCREW PATH t.Wu MIR.
E.-m-EMi 1ne0 WOOD
MIN. EDGE DIST.. SEE NOTES
CING
'MART
Sg1CONE CAODt
SEE NOTES 11 & 12
T FIXED PANEL jAM2
SIOCONE
SEE N07ES 11
+Q sin:. REVISED EM.
UPOAlEO NOTES, GENERAL OESCPoPAON, AND T.D.D. 04/015/
nn., n. a WAIW
ADDED wZ1S PFR NEW TESTING. T.D.D.
ADDED GLAZING DETA99. T.D.D. o6/zo/
ruueu tLmI1C NOTE AND UPDATED SIZE T.D.D. 03/11/
„ W. EDGE DIST. NOTE M.L&. ae/17/
UPDATED SIZE C14m, It � sr Gal 1 11/23/
s' IMA. Ona,
R—IRED
CONE CAULK
NOTES 11 & T 2
_. JUCK
rl:) SILL
SILK -ONE CAULK
TE. 11 &
x15 ,2
2X -C7
MAX. SHIM
def .• ' '
1 Csclmare AYL]wa
/15 % 2 3/2- WOOD
PQIEelnwer. W Y Liar]
SCREW THROUGH KEEPER
Angles
ALE:
IN Tv nanxr
flT , of1
J40 % 2 1/2' MOI. WOW
0' .1U in.
05-05 2 -Proms
SCREW WITH 1.50" MIN.
�Ni Rev w—
_
WIN. EDGE DIST., SEE NOTES
\_ SILICONE CAULK
aEE NaTcs & 12
W
NO T .8•
1. This alsralaoon IRS Sean evakrated for use In locadans add to is i exec s Flalda BMW C12IN and where pressure mqulri ments as determined Of' ASCE 7 Minimum
"^ , ^^A^ hw BtAlrAnga end Otho d,no,not exceed the des[e,-, pressure rW&W herein, for use outside axe m. Y.ri-
2. All exterior perimeter surfaces of the door muse - caulksd. 1m9rtur caulking Is op9 pl U Issa, tad o01 se.
3. Anchor, shah be specified and spaced s drown. Anchor UMDUCImetl d base MMeRel she" be beyond ,call di easing or stuom and into wood.
s. T ne ie q)ondb ly for selection of Sinton products to -l: any appk&M F=I mess, 5M rg IMIM, ordinaricas, W ocher safety reel dremants rests soleEy wlh the archlteQ
building owner. or DIMS=.
5. Shims are op�lonal. Maximum aNrn stack Is v4".
6. Wood bucks (by others) must be engoaerea end anclolEO properly u, transfer loads to the sinucbde.
7. rrne,r used In areas requiring Impact protection, I1ris aMud NECIUimES the aha of approved hrryw, resistant shullare - other exte. „a1 pummm.
8. Pieshvg shoum ea applied using the ASTM E 2112 method a for the open -mg into which ine door @ same 11111111111M.9. IrMsleft., ndhons should be at feast xis nom 5—m edge of lre wood.
19. Glazing shall comply wlh ASTM E 1300 and softly gksang requIRMMM par Fladda Bullding Code section 2400.
i 1. Use M» pure silicon caulk. Make sure aerfama me . �ripataly fres nwn all old cau16, mmagao woad, wood Mors, g,aasa, oil dirt, haat r Nld w -.miler contaminants.
Vo Orn opening surfaces completely, n hilly primed surface Is recommended, but riot regWred. ureeni g w all surtacEs ammo - MM ma senna day of which the silicons
caulk h to applied. Fes, nm-- detaas see -New Installation Instructions- Simonton.,.,,,,,.
i c. Caulk applicAu : moommended d and surface temperstures mare rime of applkZdon are w be heiween 40 and 90 degrees F. kl� al contact surlacss are 099" arm wY
Incimrng the new wir dowla). Usa a backer rod or. all OM >39" 5W WWm WI99I man use. Finished caulk joint should be a minimum of 3!15" d; --p old make hal confect
lh bolh the new wmaow 5i- swaural operring suKacas Silicone CeWk should be forced Into toast or oomMUMM m assure full v maks on both surfaces and to expo any air
puakeis.
nr. _.-.sn..�"....�r-`_r w..,....,, ane -
ro,. .tel pr ,y and other rights to Its eulhject
ma amumwrt ..ais pni— w ,is -1olenr on the e,w,esssd
xelW- teat it It not to 55 aM1 , rW n male a
part, nor used I1 a JlnctTon with the IdaIWe or
War of 9— mr anyone other thou Slmmtm Menders
M—f u caneeni, mR rnw,cr cow say Omit ass
reelpleaCe rich. ,o u:#Ise lefamatkm eantalned si this
VVEMert sniltil is prvpwy aoralllm am awthw source.
1,ASIMON IUN'
Wnm akaerWMe
]aeCniea
def .• ' '
1 Csclmare AYL]wa
PQIEelnwer. W Y Liar]
Decimals
Angles
ALE:
.X .03
flT , of1
AA 4 Or
.cow% t .005
0' .1U in.
05-05 2 -Proms
ARUDEL Dt51GIRAi 10n:
P=IF11UeeyvEMTL NOM€NAL SIZE:
DESIGN PRESSURE MAI ING;
1 IQ -01 C / riu= Ml ID ATIl1ATC•
LitNtRAL UESURtP t ION:
Simonton Double Hang Sellas 43-40143:45 vinyl wino w
See Size CFart
.Sm Size Lenart
Y
The head, SIO, 4r10 cW jams v axtruala Purr. i ne —11 Ihiamss
trMugh wniCn the anchor screw penetrates IS a nrinisinnil of 0.07u .
NU P.E. SEAL REQUIRED
INa I ALLATION SUPPORTED
nT rxmA TEST REPORTS
aT4LlAYt -- -- -
CAULK
sIE!ON.
ORG10!
1
F900
SILICONECAULK
SILICONE
CAULK
2X SUCK
T SILL
2
— nEal3OIM
Ir
SIZE CHART
UVt:F=L FIZE
OP RATING
WIDTH FiEiuHl
9N' "H"
W
D9'
I25 rar
36'
rz'
xjU PSF
2W
D3
x35 Pz5r
u
NU P.E. SEAL REQUIRED
INa I ALLATION SUPPORTED
nT rxmA TEST REPORTS
aT4LlAYt -- -- -
CAULK
sIE!ON.
ORG10!
1
F900
SILICONECAULK
SILICONE
CAULK
2X SUCK
T SILL
2
— nEal3OIM
Ir
REVISED BY; D.TE;
_
ADDED RMI, m7l Oe i .
5-3. 0507115
a ADDED NOTE512 de 1a-ggnn
I-0
- AOOmON TO SIZE CMRT.
IlRf auln T
s CORRECTED SIZE CHART DNAENSICK
LMH 07/11118
S ADDED np25 TOIm
2X BUCK
M8 X 2 1Z MIN. WOOD
sclacn WITM 1.50' MIN.
EwaITO. vl iRTO WOOD
MIN. tone OwT.. sEE NOTES
SILICONE CAULK
-R
SHIM
NOTES:
I. THIS INSTALLATION HAS BEEN EVALUATED rOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODES AND WHERE PRESSURE REQUIREMENIS AS
DEarRMINEO BY ASCE / MINIMUM DESIGN CORDS FOR BUILDINGS AND OTHCR STRUCTURES DO NOT EXCEED IHE DESIGN PRESSURE 'RATINGS HEREIN, FOR USE
OUTSIDE THE FI.v.H.Z.
2. ALL INTERIOR ARD EXTERIOR PERIMETER SURFACES OF THE wIRDOW MUST BE CAULKED.
3. ANCHORS SHALL BE AS SPECIFIED AND SPACED AS SHOWN. ANCHOR EnBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRCSSING OR STUCCO AND INTO w00D.
4. THE RESPONSIBILITY FOR SELECTION OF SIMONTON PRODUCTS TO MEET ANY APPLICABLE LOCAL CAWS, BUILDING CODES, ORDINANCES, OR OTHER SAFETY
REQUIREMENTS RESTS SOLELY WITH THE ARCHITECT, BUILDINV OWNER, OR CONTRACTOR.
5. SHIMS ARE uP T ZONAL. MAX. SHIM STACK IS 171•.'.
6. WOOD BUCKS (BY UMERS) MUST BE ENGINEERED AND ANCHORED PROPERLY TU TRANSFER LOADS TO THE STRU(;TUNE.
1. SCREWS SHOULD BE A MINIMUM OF 3/4' rRun IHE EDGE OF THE WOOD.
S. WHEN USED IN AREAS REQUIRING IMPACT PROTECTION, THIS PRODUCT REQUIRES THE USE OF APPROVED IMPACT RESISTANT sHUTTERs OR OTHER EXTERNAL
PROTECTION.
9. FLASHING SNUULD BE APPLIED USING THE ASTM E ZhZ METHOD APPROPRIATE FOR THE OPENING INTO WHICH THE WINDOW IS BEING INS IALLIED.
10. IRSIALLATION SCREWS MUST BE AT LEAST 3/4' FROM IHE EDGE OF THE WOvD..
II. GLAZING SHALL COMPLY wl IH ASTM E 1300.
12. DESIGNAIIun 'X' IS FOR OPERABLE PANEL AND `O" IS FOR FIXED PANEL
Ia. DSE lut)7b PURE SILICONE CAULK COMPLIANT wI IH AAMA 80Q SECTION I - SEALANT SPECIOCAT IvNS FOR USE WITH ARCHITECTURAL FENESTRATION PRODUCTS.
FOR MORE DEIAILS VISIr SIMORTOW.COM.
1L. USE A BACKER ROD ON ALL JOINTS >314" DEEP AND/OR WIuER THAN 17L'. FINISHED CAULK JOIN T SHOULD BE A NIIgiMUM OF 373' DEEP.
Mie dwa+nwnt p iTe PmPArb of 5ilooba WF1duA+, rA'kit,Wia M PIaV1"ic'S
and omxdgiM to Reeood maser. Trm aaLVeOiiepa+�nmvTe®In
as Mw—W NWIb. 9.9 Rk INT b W dhd..d Np h-dGrm=
Parc, nor ua■n n omJwTclm exn BA amw Iflopum ! n pw or Goode Ta
., aaw M,rr■Iwars w+■nn v COnSIn,. �,�
IR 4[Til ala wgpla"re dglm G wakei mea mnsm P� rs SBiRRM
rrua, W W. qW k dtmn IRIM!1 seam
2X
SIMONTON'
e
00w O w 6
DRAW
UrIB180aia 1.SP W d
I,.
I Coct84A nrsaoe
rcansrom- w r
CHER
D.fine Angles
Xs.09
SCALEnPP[o
Rr 1w
.M l.v' rr —In.
.XXX i .005
SERIES:
43W I AJ•1500UBLE HDIiG
2X
MODEL DESIGNATION: StmalROn nortzonwl Slider Serle s 43-35 143-40 ViRrl Wi..d r
MAXIMUM OVERALL NOMINAL SIZE;
See zue c.5 -
DESIGN PRESSURE RATING:
See Slce Chart
USABLE CONFIGURATIONS:
xx, Ow, Dr n0
GcRERM DESCRIPTION:
The head, sill, and side jamas are exrruded PVC. The walk thicknoa
69;'-
9"72"
ehrough which the anthor— — penetrates 1, a minimum or
NO P.t. SEAL REQUIREu
INSTALLATIOR SUPPORTED
BY AAMA TEST REPORTS
SIZE CFiARi
uvERRLL SIZE
DP RATING
WIDTR HEIGHT
..W. -H-
78"
63"
f25 PSF
69;'-
9"72"
72"
36"
X35 PSr
7z"
54"
±30 PSF
72"
36"
*4u r5F
NO P.t. SEAL REQUIREu
INSTALLATIOR SUPPORTED
BY AAMA TEST REPORTS
10 UPDATED NOTES AND trrmar>. .v.0. aar<Oi r4
ADDED NTN. EDGE M&L FUMS GlM vy rasa
z ADDED NOTES a 3 a e4-AAMA 600 LMH W/es�to
it ADOFD ❑p4n M COF fHAar. i w ntma,:a
2x wool) BUCK
PECORA 896
tBY OTHERS)
PECORA 8%
SILICONE CAULK
176" in— �Rrrl
PECORA 896
tBY OTHa RSI
1 HEAD
1
is' mm.")
i-ECORA 896
-1=9011fR CAUIX
2A w000 —r -K
ie. O.—RS],/e"
R=. SHIM
t$r U.M.RS)
as w c a/2" MIN. WOOD
SIKEw —lil a.50" MIN.
EMEuMEl71 Jil i o HOMO
MIN. EDGE DIST. SEt rvO-S
PECORA 896
5ru%QRc CAULK
i JAMB
3
10 UPDATED NOTES AND trrmar>. .v.0. aar<Oi r4
ADDED NTN. EDGE M&L FUMS GlM vy rasa
z ADDED NOTES a 3 a e4-AAMA 600 LMH W/es�to
it ADOFD ❑p4n M COF fHAar. i w ntma,:a
1 51LL
Iqu i Eo:
1. This Instaiiotion nam Been e.alcated for use In locations adhering It; the current Floflda building Code and where prey—re rvHa€rtements as
determined by ASCE 7 Minimum Design Eoaa. ror Buildings and Other Structures ao not a �crza c1le aesign pressure ratings herein, for use
outside the R.V.R.L.
�. Ail interior and exterior perimeter surfaces of the window must be caulked.
3. Anchors shall be specified and spai-e'd as snown Anchor embedment to Base material shall be beyond wall dressing of stact.o and into woad.
4. 1 ne msponsib€licy for selection of Simonton proaucts to meet any applicable local laws, building v.3r-, oraainances, or other safeLy requirements
rests solely with tfie amn€telt 56i5ing owner, or contractor.
5. snlms are optional. Maximum shim stack is 1/9%
6. Wood bucks (by others) ma.t Be engineered and anchored properly to transrer loads to the structure. Wood bucks sfiiail Be bprara-P€ne-Fr. woos
minimum specific gravity = 0.42 psi.
7. Wood screws must Be at least Grade s For units with a design prai;5.m c SO Psr, and at least Grade 8 for units with a U99n pre—we rating > 51
Psr.
8. When used in aheas reyainng impaiR procedion, this product REgUlKtti the use of approved impact resistant shutter s or other external protection
9. riasning should be applied using the ASTM E z11z metno'a appropriate for the opening into the window is being installed.
10. Installation scrwb mast De at least 374" from the edge OF the wood.
11. 1 nis product complies with ASTM E 1300.
L2. Designation "X" and "O" stand tar the rollowing: X. Operable Panel - u: rived Panel
i3. ux A0tift pure silicone caulk compliant with AAMA BUO Sactlon 1 - Sealant Specifications for a.e with ArcRiteUtiral Fenestration Produc6. For
more details sisit Simo,-Ean.70m.
14. u,e a lamer rob on all joints >3/4" deep and/ur w€aer tnan 174". Finished caulk joint should Be a minimr,m OT 378" deep.
This docuhneR IS the property of 51r itiin wino— W i- MMM M
proprietary endo a Rgha w as wblea umber. This dooxnerd 4
prerlded to the redplent on trfa Rile e" Z fR=n w R a Tal ." oe
dlsdosed, rE—ced m Nnola w MM nnr used In wnj,u -don Mth the
design, rnarl@aawe or repair a; gMas gar any Oder Man Simonia+
Wawnws wIMM hn mom. i ms r6Rl�arf aces vel a
vdpknt's rights to utiRm InWrnotbn co"t*wd M the d""r m whkh
ra progeny BMW — arm., our.
OLMUMMI111'.11I fres
Onless Oalerwlse SpffiIfted
ue 1. Ang—
A
.:a E,01 0. 313 ee
.Aen t A0=
0S1M0N'1'0N*
p a w s
I Cochrane n...._..
P.mboto, WV zF;I3
€ 43-35146 1 riuracaerAr SEEDER I
z78- IRR., nRilil
t67 OI R.RS)
r-L'CORA 896
SiCIEME MM
PECORA 896
SiE7CCNE CAULK
ch n00D BUCK
is' mm.")
1 51LL
Iqu i Eo:
1. This Instaiiotion nam Been e.alcated for use In locations adhering It; the current Floflda building Code and where prey—re rvHa€rtements as
determined by ASCE 7 Minimum Design Eoaa. ror Buildings and Other Structures ao not a �crza c1le aesign pressure ratings herein, for use
outside the R.V.R.L.
�. Ail interior and exterior perimeter surfaces of the window must be caulked.
3. Anchors shall be specified and spai-e'd as snown Anchor embedment to Base material shall be beyond wall dressing of stact.o and into woad.
4. 1 ne msponsib€licy for selection of Simonton proaucts to meet any applicable local laws, building v.3r-, oraainances, or other safeLy requirements
rests solely with tfie amn€telt 56i5ing owner, or contractor.
5. snlms are optional. Maximum shim stack is 1/9%
6. Wood bucks (by others) ma.t Be engineered and anchored properly to transrer loads to the structure. Wood bucks sfiiail Be bprara-P€ne-Fr. woos
minimum specific gravity = 0.42 psi.
7. Wood screws must Be at least Grade s For units with a design prai;5.m c SO Psr, and at least Grade 8 for units with a U99n pre—we rating > 51
Psr.
8. When used in aheas reyainng impaiR procedion, this product REgUlKtti the use of approved impact resistant shutter s or other external protection
9. riasning should be applied using the ASTM E z11z metno'a appropriate for the opening into the window is being installed.
10. Installation scrwb mast De at least 374" from the edge OF the wood.
11. 1 nis product complies with ASTM E 1300.
L2. Designation "X" and "O" stand tar the rollowing: X. Operable Panel - u: rived Panel
i3. ux A0tift pure silicone caulk compliant with AAMA BUO Sactlon 1 - Sealant Specifications for a.e with ArcRiteUtiral Fenestration Produc6. For
more details sisit Simo,-Ean.70m.
14. u,e a lamer rob on all joints >3/4" deep and/ur w€aer tnan 174". Finished caulk joint should Be a minimr,m OT 378" deep.
This docuhneR IS the property of 51r itiin wino— W i- MMM M
proprietary endo a Rgha w as wblea umber. This dooxnerd 4
prerlded to the redplent on trfa Rile e" Z fR=n w R a Tal ." oe
dlsdosed, rE—ced m Nnola w MM nnr used In wnj,u -don Mth the
design, rnarl@aawe or repair a; gMas gar any Oder Man Simonia+
Wawnws wIMM hn mom. i ms r6Rl�arf aces vel a
vdpknt's rights to utiRm InWrnotbn co"t*wd M the d""r m whkh
ra progeny BMW — arm., our.
OLMUMMI111'.11I fres
Onless Oalerwlse SpffiIfted
ue 1. Ang—
A
.:a E,01 0. 313 ee
.Aen t A0=
0S1M0N'1'0N*
p a w s
I Cochrane n...._..
P.mboto, WV zF;I3
€ 43-35146 1 riuracaerAr SEEDER I
T'IUDEE vEaIGNATION:
MAXIMUMyvtRALL NOMINAL SIZE
DESItiN PREsSUMt RAuNG:
v.7ISv a. :.vNrfbV KHIiV IY�:
IdtNERAL DE�,c.euPRON:
Simonton nofizontai Slider Series 43-35) 43-40 vi,iyl WIMBow
See Sice chart
seg sl« C-Rart
Tn, flava, sill, and ,ice jambs are extruded PVC. The waif tfilERne»
tnroayh which me anchor screw penetrates is a minil„Dm or U.070".
TABLE 1: INSTALLATION FASTENERS TABLE
o05STRA.c
e, OTHERS
SILICONE CAULK
SEE NOTES 15 & 16
SUBSTRA,E .,rE
SIZE CHART
OVERALL SIZE
D STMICf
WIDTH
HEIGHT
DP RATINt,
Wa
"
3716- ELCD ULTRACON
78"
63"
ASTM C90
SURFACE AREA:
43-35 / 43-Q HDRIZO
±Z5 PSF
09,
55,
FULL THREAD
72"
36=
=35 PSF
/2"
54"
±30 PSF
7Z"
PSI=
TABLE 1: INSTALLATION FASTENERS TABLE
o05STRA.c
e, OTHERS
SILICONE CAULK
SEE NOTES 15 & 16
SUBSTRA,E .,rE
ANCHOR TYPE
MIN. EMBED
D STMICf
CONCRETE 2.85 KS! MIN.}
F
3/16" ELCO ULTRACON
1`
1"
HOLLO OR GRO - D MU
3716- ELCD ULTRACON
1-1/4"
2 1/2�
ASTM C90
SURFACE AREA:
43-35 / 43-Q HDRIZO
FINISH TREA
C 16 GAUGE 0.060 MIN. STEEL
STUD 33KSI YIELD IN.
10-18 I TEKS
SELF -DRILLING SCREW
FULL THREAD
1/2"
1 8 ALUM. 6063-T8 MIN. OR
10 GRADE SELF -TAPPING
FULL THREAD
1/2
D
1 8" STEEL. 36 KS! MIN.
DRILLING SCREW
_ RerlaORs: REVISED BY: D.. E:
�'1X'„S Pit 14"/
y 4 UhT9 t r.v.6. -.WA
GgR�...•.., •� u DATED TE NRODED T.D.D. 111se{LI
[UCas 1 Drnel y1 r 1. *C 4/30/2020 s
NOTES t6
*' .y - LUCAS a i'2020 �.E. a UPDATED PER NEW 1t511rW. T.D. a. D3JZ0/34
No,
2020.04.30 =� * = FL PE if 58201 m, -e PIN. EWE 01st. M11a. e.,.a os/!9115
TURNER EIRwIREERIM a
Ii:15.51 �6 f`$� r.._n.,-._ a nwe�.,"�Ise+a.�sTEDSIZE�ART rH Dva4na
-05'00 %.�dy :�a�� : �
` (con zy„a}
24ca 6m mK,rFiEZ TRC TRL
�4eJ ...... '�� CRRIDEN, TN 38320
/�)lin1111R PH. 941-380-1574
Mtn. rnBEu.,
�It inaR' +
SUBSTRAICa
BY o 1 ER5 SILICONE CAULK
LTIJIALIf1,�Uy� e '
\\,j rruirnEiu S/4'rwn �R.n
Sd Ino
SILICONE Cti[n
SESU,
as n ae
V
M,N. EDGE DIST.,
BY OIHtf6) 1/4” MAX. SHIM SEE TABLE i
(BY CMERS)
a1�QRt COCK S+QCONE CAULK SILICONE CAULK
SEE Igo, e5 u 6 16 SEE ,707['5 15 & 16
HERD SEE NOTES 15 & 36
)AMB
SUBSTRTi i t 3
B, vi RERo
1 SILL
NOTES:
1. I nis Installation has been ftalDaLed fu>= assc 17-, IoceNona aBRionrlg to the Florida BDlidiny Code oatra� the HVHZ, and where prrasore rayairEma„ts as cetermined
by ASCE 7 M6.1mum Design Load. ror Buildings and ether Structures do nDt _crM Me design pressure ratlnyn herei ..
Z. All;.,teflor and exterior perimeter surTaceb of the Wlnao.. mint Be caulk.
3. Anchor Type, size. spaChty" Ern1edme..t, dna c709Z distance .roll be as 4�Ned In tfise drawings. Use appropriate anciloraye rrorn I aoi� 1 according to substrate
Type, A mlui,i,am Winter -to -renter spacing or 3" shall be maintained BetwRn all Eico Uitracons in any diFRUoh..
4. A..cnor enl6ecrnent to suustraLe shall be 5eyona ,rah aresslDy or stucco. For masonry ope d ys witfi w3W both. less tRan 1-1/2" WIN, em6ESment Snail De
beyond wood bucks, it used_ dna Into maw ry acostrate. Wood bucks with ma—riry a1 < optional.
S. Wood or maounry opeMings, Dacus, anii Buck fasteners, by others, SRab be properly designed and installed to transrer wind loans to the structure.
6. I ne , esponslDliity for selection of Simorrtn,, products to meet any applicable local la-, 6ohalny rode., orafiances, or other safety . 4131rements .its solely WWI
me archiLect, buildlny oa—,.er, or co„tractor.
7. SFiims are ryalPea ..Rare gaps of greaierthan 1/16" exist Between opening and frame. Max. Shim sta<R Is 1/4". 5h;ms shall be load -Sarin and mpa6reor
transrerring loads to the b-u6strate,
B. when Ostia iri areas re4air3ng imp3I7 protection, this product REQUIRES me use of approves Impact resista ,t shutters or atfler extemaf protection.
9. Seadny dna nesRing By ouiers should 6e applied aoiny tine ASTM E Z11Z methodology appropriate for the opening into which the pfi duct is being installed. vverall
water penetration. "_ stance of the installiza p. oauct is not au'aressed l,. tFis drawing and Is me responsioillcy of others.
10. ulaciny shall comply with ASTM E 1300-04,
11. All farteners penetraung into pressure trc—ated wooer shall Ree repaore of prevendayy m roaion doe to reaction with pressure treaune..t crienfi cal,. Arty aisiandar
materials that come into co,.tact snall R protected to prevent reactlona in a=aManre wiLR code requirements.
12. A w6,d load Euraticn Tactor L.d = 1.5 was used for Lhe analy.rs or w -B screws only.
13. Prollucts snail oe constructed as.pecihEa in test reports ATI-D3Z5v.u1-501-47, ATI-B6479.U1-1D9-47, ATI-D3Z60.01-501-47. 00841.01-109-47-RO and
A u-CS629.01-109-47.
14. Deslynaucn "X" and "u" stance for the follow6ry: X: Ope.a61e Pane - u: Fixed Panel.
15. use Sierra pure silicone caulk compiia it witF AAMA 500 Section 1 - sealant Sprcifimtlo .. ror use WitR ArMitectural Feri—tration ProduZS. For more de®Ls visit
51 orift..com.
16. use a Darier rod on all joints X3/4" deep and/or wiser tFan 174-. Finished raoiR joi,-,t 9-muld UE a mini...am of 318" deep.
en—
VISCEUSURE STATEMENT
This do .t 6 — prop" ty u �IRWW niREvxs, vd.fd. RRahs all
PropdMr, and other rights to A's Q MAW. gra 51MR11Rt IsAea
Provided to di! Kaplan¢ on ma ar�e� madlRon Ura, It 1s not to reALtOV
nimans.,mW Tolerenms
Unless umes..'ex >neanea
�SIMONTON
a
ICochrane Avenue
Pew,sbao. AN 76413
WS FINSH:
a 7@iPER;
dWh,ed, repraduoed In w +RE a Part, ,ror v m in cml•�r....., —VauR
design, m 11MC are or rear of goads for amore other awn vmon,a+
windows a,tnouc m mnaate. I1M ft3elFmR saes cep: tlmit dK
—lpknt's r,ghb to utlhze InrOnnad.ii r®,ilis m ala UMMRie R wnw�
1, pap" u shad from ..&- source.
Tk[Imala /ogles,
,x x .03
nn z 0+ v
3 .OdS
NEET:
rI i I d l
SURFACE AREA:
43-35 / 43-Q HDRIZO
FINISH TREA
TITLE:
1w -EK iNan
(*REQUIRED)
*project Address: 5r� /-tcyctHTrc, 271% &Me_ E L .3ZZ-33 Permit#: %i�SZ�? �.��Z.
*Owner/Project Dame:
As required by Florida Statute 553.842 and Florida Administrative Code Rule 913-/2, please provide the information and product approval number(s) toi
the building components listed below as applicable to the building consti uction project for the peg mit number listed above. You sHould contact your
product supplier it you do not know the product approval number for any of the applicable listed products. Intormation regarding staiewide product
approval may be obtained at: www.floridabuilding.org.
Category/Subcategory
manufacturer
product Description
[imitation of use
State #
Luca[ #
A. EXTEKIUK DOORS
1. SwingingC�,
t
Z
2. Sliding
// r-
Z
3. Sectional
4. Garage Boli -Up
5. Automatic
6.Oi:her
6. WINDOWS
1. Single hung
Z. Hurizuntal slides
o"ro
LV5
ST 7 `r 15f
71. 5
3. casement
4. uouble hung
�.n0,0
516,7• i�
5. Fixed
6. Awning
/. Pass-through
S. Projected
9. Mullion
10. Wind breaker
11. Dual action
12. Other
Page i of 4 updoEed 10117118
In addition to completing the above list of manufacturers, product description and State approval number for the products used on this project, the
Contractor shall maintain on the job site and available io The Inspector, a legible copy of each manufacturer's printed specifications and installation
instructions along with thib, Product Approval Sheet.
I certify that this product approval list is true and correct to the best of my knowledge. I fuFther certify that use of different components other iFian the
ones listed in this document must be approved by the Building ufficial.
*contractor Name (Print Name): 9, 7,IC Wei *contractor Signature:
*Company Name: +, _)TU `3a
*Flailing Address: 2S5 kn34 C r e /i/ � 'N 1
*State: lvL
'Zip code
*Telephone Dumber: ���7_ 5��^ l 17� *E-mail Address:���
cell Phone Dumber:
Fax Number:
Page 4 of a UjAured 10/17/18