HomeMy WebLinkAboutBuilding PlansREVISIONS BY
SET MAG NAIL IN DISK
ROLLINS PLS 4945
SET MAG NAIL IN DISK
SITE BENCHMARK
ONE
OCEAN DpIVE. (FIELD) ROLLINS
9REA-R �L: ELEVATION 4. 4.E BENCHMARK TWO.,
!
�I_I44a - - Af, / \ ELEVATION 4.09 -
M TERDA AVENUE f
SCALE - 1 'T. E ���
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if 1: 111
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. .. STS ., - 711011 EDGE OF PAVEMENT ( S S89. 06 22EAWI O/ 30.00' (P)
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S 89'S5'48" W 30.00 M
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[979' ND 5/8" IRON REBA Q j _ 0 09 NORTH AND 66 EAST
1 TRASH RE
o F RS 1� - s.-^-i'rr- v n •F, _ $•1„ F F - -- - - OF PROPERTY CORNER P
FLOOD PLANE ALUMINUN LIGHT POST . 0 19
- LAN R
P I C z
.: 481r 48 -4 PVC PIPE T DRIVEWAY„ CONCRETE �24X36"- INVERT ELEVATION = 3.62 n ,W
60" �9 4 24"X36". X 6 i ACCESS- AMETER Z T
- ACCF-.SS ' P EYARD LEVATION�N 4 0 BRIC VEWAY R 1 to Z -_ TO - 0 ,D ,o� WIDID ®
L LOT 140
0 139
ENCRO PLANTER
FRONTS ��low
�A� 0.77° o s - 1.3' wEsr > m ro
_... _. .. q 12.69 INTO LOT9
ii ,:81
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13 U J
1
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RF5 V /� ■ . ROACH -
3g T P LM.� t: ENCROACHES (Y U M O lQ
_ 1 0 LOT 39
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:.. � ,� INTO
T 38 SCALE 1F
- _ _...
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- - MODULAR 'HOME ON 5 U)
I_ I vU V CONCRETE SLAB a 39 8" DIAMETER W 0)
+45.6-`, 3.. LOWEST FLOOR h F °
-61 .3 \\ a Z q ELEVATION = 4.27 ? 3 PVC LIGHT POST J ®+j N
7'11 } r -- --- - _ V10r' cW-¢ M STORAGE r°°i m MODULAR HOME ®U D L�
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r 5 I
+9:� +� + RM
-49.7 -49.7, -61.3 j
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j ��
O PLANTER Q 07
p ENCROACHES S �.
30' 36" l - _ zoo CONCRETE 4 LOT t r
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--- -
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1
I 81111 F -- _ _-. - _...� - .._ _ .. - _ _... �. _ _.._ 1 1 ELECTRIC SERVICE RISER 1411 S.
1.1' WEST
I INTO 39
I
i I PLANTER
s' 0.83'0S (�
4£ 6 [
i
- { ---a 085 B R
(6,,,,71�E-25�,�r� a yr
B,sEE '�SD"AAA9C: D.D. '.:C.-i-••t2'MFL G -- a rr 75
3 FT 130rJ$S StET - ION _ WALK RISER
�n
sHEErs
�a��A;A
N � �C CRET i
D p FLOOD
E CA(H� ,r 3 6" FTAC?D FLQOD _ __�m 3 _
-•�� �1 CABLE TELEVISION RICK PAVE E
VENT �- r-vErr� F. 3 I
j
L _ �v ,, } t _ ' 89`55 48" E C T.) 0.00 (C.F T.
SERVICE
r / .. _._.._._ _--. _ -- -- -
r ( 17:7£6"MAX.O.C, I :y+, 4 ', a ` t ♦ ` t e , '• - ..` :. _
EQUALLY ' ` -- _ S
°�' " N 89'56'2 " Q(P) 30 00' (P) I
9RACED : i '. , • y ; :,' + _ CONCRETE SEAWA{i
-. -- ROOM AND FLOOD PLANE _ WOODEN DOCK
aT+DNoasPEla �' ; -- p SURVEYOR TO ESTABLISH SETBACK$
O e;
.. - - . �!�.�! '•. _ •._r . � - p � ,._. SET MAG NAIL IN DISK: i �!
C=iAx. r1F ■ '# 4"P. ELEVATIONS W/ FORM BOi1itD S1#itVPs?I(.
,.? _. .. ....... ... `•'• ROLLINS PLS 4945
7 T- BUCK: -.
O.C. .-__. ...._. ` 0.50' NORTH ON ( :. I
}- ^ .16°-MAX, - .. , -.. .. _ _.
7(t:'I HEOLir .._-- '::: .,.�..: . �.... _._------'-----. r:. -. ?.... `......
_!: LJ Planning & Dgyelopraent Services Department
Q
3. asat4 MAX 0. _ Code R / 5 1 Building & Regulations Division 1f�
EQUALLY ..10 •'.:
-1= "POT FLOOD VENT CALC'S.
SPANOWP-SADED 3 ,.
C `W SPACE VENTILATION. „ / A _e 2300 i/{Tglma Avenue, Fort Piei1 e, FL 34982 (772)g62 1553 I ONE
4
0.11
M lu
636 SF 636 SF Certification for Design Loat0Campliance 1 W
NOANOHORSATSILL `.,. ,. ------------ = 4.24 SF. REQUIRED ------------ = 2.05 SF. VENTS REQUIRED - - - - -
ipv
_ }�� WBEP� : : DESIGN PARAMETERS AND ASSUMPTIONS USED: Icomolete all that aooLvl
i
iis�
BUCK WIDTH CffW DE'TA1LS, 305 SF ' : ; -�
SHEEra 150 SF - 1. DESIGN CODE: Florida Buildine Code 2014 Edition with 20 "�SupplemeM■ using ASCE T-10 -.
USE 2 VENTS AT 20" X 16" ( 2.22 SF) X 2 = 4 TOTAL z.structureDesignedas (check one): ndosed x Partially Enclosed _open
3. Risk Category: I X II ill IV :.xposure Category: _ B X C_ D
EL VXWIN TYP•EL1UAh1EG'FRANiE AT EACH SIDE =2 X 2.2 3 VENTS PROVIDED EACH SIDE = 6 TOTAL a. Design windvelodty 16s mPh_1zs ASD N/ALRFDEndZoneWidth: 5 it
SHOWNWITHf _ A LiTE CONFIf3U TIONn , ,.:h t:
= 4,"44 SF 6 VENTS), 4 VENTS w y an Roof Height 15 ft Roof F116'. 4 :12 Parapet: N/A it
5 Me ■
. "4 ''1"•' 6. Components & Cladding Design Pressures l;: x•d: PSF, based on lOs ft @ 15'MRH, clear label on all Ian o enin
4.44 SF 4.24 SF s 3 VENTS MEETS REQUIRMENTS 31.
.WaNH : 73 Tfift'S" _ i : -' +A, r .:.
...._.._. 31.8 8 31 8 47 0 47 0 N/A W-
*4 (OK) USING 4-VENTS 24" X 36" zones. Zone 2: one a. one . one Garage:
a ,i . 4 8 _ Y,.. .. .:; 10
31 4/r esign L _ N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony: r NSA PSF
/A
F - - _- D oads: oor
- -'.- '- - - 7 Dock: N/A Floor
PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF /CONCENTRATED
a FROM cable in of
CORNERS S. Were Shear Walls Considered For Structur „_ ___Not pp p y
MAX. 'PS .. : I
_ e? x Yes A li Explain why N
%45 STI 9. Is A Continuous Load Path Provided? X Ves Not Applicable Explain Why Not:
22'01 - W E NAM . - 22/30/19
iz. T.P, � - - Test Reports Submitte _,.-_ t and
4.37 TYP.. . - r - u a n
r 'n 10 Design Soil Bearing Pressure: 2500 PSF Soil T Re o d7 Ye ON PLAN
_ - Signature, Date, a �.
- S.S2" :i � .: "� : �� N STATEMENT:
TT?. certify knowledge and belief, the attached plans & specifications have been designed to SL FovTn a U2U-12 KeVlaed 3/1s/12 D51
LU
-INSTALLATION , '� - _- - r r an arcs -
rtify the best of my kA
ANC4KIR , _ x,. X , .v - .10' 4" , 3 r 'n - r n 1 comply that,
the structural portions of the building. codes Currently adopted d enforced by St.
D OF E•d
I ai ` CCUV i � . -
(SEE NOTES) - I .� - ' UNIT F-.+ We - -- -- County. l also certify that structural elements depicted on these plans provide ad<:quate resistance to the design --- ELEVATIONS
-vV--T
" �, - -• r C ! - forces specified: a ---- 29945 5115 SIGN PRESSURES FOR EVA _.
11 4 ■■
MAX.TYP.
. _ , ® _ Paul Welch P.E. /
HFJGHT = S0 t/z" ' . .. I gt' •°y 1286 .. PriM Name Cert # & Co. Cent Auth. N I
DE_ EL
r ,Gk`I - SO SO. FT. ZONE + 47.0 -SOLO
c0 ./ Welch Inc. + 47 0 - 1
_ NP, y .. 2 - . • 1� - ,,}}�� c _ - SO. FT. END ZONE (I 59.
-Ci7�
\ o Paul Wel
10 ;
19t34 S.W. Biltmore St. Su 20 SQ. FT. INTERIOR ZONE (4) + 46.8
-49.8.
f3PIQi
42" 8'7" FINISHED FLOOR HT. Company Name &Addren its NE( + 46.8 58.7
20 SQ. PAV7ift. `.. �p N fi114 Port St. Lucie, FL
STAIR IL (FLOOD PLANE)
Planning & Development sal vices Tie a il"Iic#t
END ZONE
r
TtA0014 �`<-: ar • 'Building & Xr gulatio Division:'
a-
d tR A
PiTO 1iC Rev
c
ANONGRING NOTES< ,I,. r :
WD
cn
1. 1/4• DwMET€*I:T,W. (ADVANCED :.. - _ - .:' - _.... _. - � �Buildir g Permit #-.CODE CASE 98044':�sty Hers Name � 'MICE �" �Applicalit: � .. z
.. THREADFORMj Hrfn I"y) N o ' _-, I I • _ NFW WALL X4 r7LN3063n,6- ° -
MUST BE OF FOMENT ""L O IA' . DE , n GFI .16"OC �.. I R y
ACHIEVE 1" M IMUM EMBEDMENT ,�5 / 4 t / - j ICI Y -,:: , •• l l - _.- r ..._ T u' u - W III
N
IN'r0 MASONR`h3(JAMU$) AND 4 If .2A O Y' - ... :
EM9EOMENiT :CONCRETE (HEAD. .: , ■ i �� _. i 2 �....0_". I PnxWot Oprap1400■vriiin Produc4"�: Manalactuier MddsfNuml�r Produgl Ap.Rrova?.� Glass : McOrod of Atgchvrerd. ®ZDt
SILL OR JAMBS: MINIMUM' EDGE 2X6-$KP- 16 ` '
° - , / ® T DECK ' N
v PR306B2 Ffeggr Waal rx -'! W
DISTANCE IS;2,f-IN MASONRY AND i ^ ' _ -■ 1:1 i (STAIRS) -
"' IN CONCRETE- - �J , . r , 1-CITE, -
1/z p: 7.3 T, l _ , n ows +45.6' L�T2TFt)` Orr .n ': n r Q > Vito
2. f14 WOOD:SC..: MUSTBE OF , , 36 MAX "• 1 J "-- _
SUFFICIENT GTH T0. ACHIEVE 1 n - .. .. - ..'� .. �' e i $>2rr RAI LING tAuUions. + w 1 Lc ts
ml
... 1/2- INI 2 3/73 GAL , � "/L�" ... .-
i 2 MINIMGMLTIBEDMEM INTO ',---.a,.-s-_ t _ •- . - r ! '--•1--:-.__ .._._-_. .. ..
/ V MINIMUM EDGE L" G SCREWS ` . - I .
D.FIaL: ;Wf .. _ _
woe � • . -•�.� �., ... .:.. N�[iN AtR. 10t�Di`T�ON RM. • / 'oi " - .13txed4laaa : ''
13
5.0238 t
3 6X3 GAL �® ❑ W = ,
DISTANCE. ( 2X _ -
- 3. ALL-INSTALfAHIMI ANCHORS rAUST'. BE _ HEX - 'CREWS 111 - Itl�iiTEC I4iEW PR '��`iEb • - ��� 1� \ % _
.MADE OF. CC! ,OSIVE RESISTANT. - . i .. ' - / f i ,
Blank Olesa ; W U N
ap
MAFERW-. 7a: QTY 4 °. • - ``'Ai!1 {� tit: AT A E�' �� t t� , S li his - W W
4. INSTALIAtLON ,CHOR CAPACITIES E9 { +' 1 XSPT ______ .. _..__ _ ; _
FOR P.RODIIC.. t: HEREIN ARE . ,.. _.
: CV' N01'E: ALL T&WITFT €T0" HT E2t(�tl F.F. Cl'I ^
ON sues.,: MATERIALS WITH THE 4X4 PT POT WiABU4 +. Btat £Ttasa Dotta
.eol.Low1HG?a PEImES: -
:. SOUTHERN YELLOW SEAT ATTA HED TO C _ -- - - _ - �� _ ;:' SLv -': _ _ _ ? Z m
4.1; T ,F
�yN UM SPECIFIC GRAVITY „ .. 4 2X-1,2.,PT. rrx`.". :.:.: 7..35 . Dt
.. • -., .. ,. tt
PINE. L - SLAB W/ WEDGE AN !d:,. -
NOTTse ` 7.SD' 23SH 23SH ... 2.STi- -235H 23SH
, DE o:55• .I � ° ,r R:i ' , . _ . _ . I anon Doors 49.0 +�0 , ., 85i2 18P 18-t)815,1.. 3 8 x :�('� ...TAP C�1VS 4--13' � � m z
MINIMUM MIN. 3 e bed. ._ - u if ,.. W ^ W
4.2. CONCREI6 i 10 `T§{FAD.W/�4r 13iA Z r
COMPflESS'JVE STRENGTH .OF 2500 : �I.P .:
. .par:......_-TRE3i-b.-'i,nEU733i -LSE _ ii - . s Oars a Doors. L
4,3. MASONRY f' CMU or HOLLOW - : -.. - _
BLOCK) - STRENGTH / h ' ' '� •• _ • r SCAL %4 = 11
CON '. CE To' STM� 40, - 1. ' , ' 0� b G'%'. S,LAB _ F r ✓ �. - : - RoofV tllanon .. �. -• ,•EJ
E 1 - =T
r MEDIUM' IGHT/1 _
,.,GRK-ATER: WtTH ti ..� -
jj
Hutricargi
OF,NSDY ST1iIBdGTH OF raga - - - _ - w
n p
- P , _. 2 r ' . 2814" - x: 1i. +r n N/A 67.5 50T',1 'fims
PSI tdltl: -: ..-.:. _.. .. ..... ....:._._-........... , .__ .. �. .._-._.. .,� ._ __,. __.._ ' .: Q6 N _ �ti...,
Roofing Mate'aT 5 VCK*1 X P--,.`�H^ D
120 .. _ s srL�x . 16 ml & scLac Mc Vz
ylLt i /of
P
NOTES
R
fiQD Date
_ PLIq
SURVEYOR TO ESTABLISH SETBACKS AND FLOOD PLANE _ : ; Rf V Ise
ELEvaTlows rw FORM BOARD SURVEY. PJCIE COUN
- - JAN 0 2 c:iJ2(BQ ,scale
_ o C°
S: 5 . Lucie Co ntY; Pe Drawn
-
i mittin9
�aNTT�acTa, sr��r•�, ] T. sLL VZr ll. _Ni/' L __I IV
CONTRACTOR,.4UMI y _
�" ;s.w s • e .. " -TSMI " -: Job
O S C !�#)Y�YONS AT 1'4'E, I 9, ,
7a�k Nix N .. -
• r,.f+uF+'t'+ ... l _- - ....:.:: : .. F'f_ RCf3'4'R'EG1 q.TRATIC:fN-#2.9945.''�
rt NOT ➢FTAIL Cis ON T t; T;' L. iS.tyll; Bas A p SS t BY • :.. ti tear C lyf i31 N �E rh
-STRJCTiF`tAL IEA.;URES :. M.ELSfiikNl Af ... ELECT
Q : - T 98 S.VV.` BiLTM RE t81 SUIT£ # T 14 e
ENC�ii�iE�R AS COYTkUCTIO�tg . DRESSES., et
THE _ _ FEMA REQUIREMENTS PORT ST. LUOIE FL 34984
� THE 1 ��14 Q REMENTS Sheet
ALLINJR F'IJN.]�14'TEN$IONSlowTHi""Aw Ptt1�GTf:D CA i�E1�t�GAiTt>tl � f ) 713 -9886I FAX ('772) 705-3933
Of sheets
i`
• The bottom of the flood vent o ening cannot be. higher than
Sc
„ - 12 inches above grade. X Report ESR-3851 FBC Supplement g -t =Offl.K 141
4
A minimum of two vents for eac enclosed area (crawl space, w rr;~ ROOF C Nw 4$ ATTACHEDTACHED Tor� 6 ' EDGES.. _ ..--
----
garage, or rooms.within a era a ,and each flood vent must a►srsaE HQ1 ALunrtLASHIMG j4J. PITCfL
iCCmES Evaluation Report g Is4.ACl3 5-V RQDF SYSTEM NOA#
Issued September 2018 be .on at least two different sidc s` cxterior walls.
EL�STIC BEO
This report issubject to renewal September 2019. GAY
0, `
.. C�RI RCA F` ONLY 16 D51
GAF ( SBS MODIFIED
® 13iI41NIFdQ _PEE1 & $T -CK N !# 16=1206.02
www.icc-es.org 800 423-6587 562) 659 0543 A Subsidiary of the international Code Council • A m1T11IllUm Of one engineered C�Uare 1nCli of Opening for Ifi121t1t . T
EA JAI S RA
PEEL & STICK
I ( ) I ( $m YET --
( 5i.8"t --CX FLLYWOOA TPAQIED TO MD RtOOF ATT 1 v " A TRIT 0 .` PRE . PSG EE D WOAD . TI1 �'
each square foot of enclosed areafor an engineered flood vent. i @x WO JOIST @ 24 OC/ ea lac -
DIVISION: 08 00 00-OPENINGS EA `IlCISS TO P AIE' SHANK Ii2>ILS 6n FIE(�D & 4" E9 6 TO "ILE $ t '! .� 11M:. 24"Qty'. R1' x17 AS .RObrx*G 'CO.
Section: os 95 43-YentslFpundatlon Flood Vents Or a minimum of one square inch of net open area for each
ware foot of enclosed area for n '
�r1 non -engineered eared openings. ! 12' 4?.. ; -----2 3r 8` is @ 24 R-3o
REPORT HOLDER:-""`1,. Y g ;., -`" - ti�iP _ , . _ ____ .: . r + '"
V.
CRAWL SPACE DOOR SYSTEMS, INC. .... MiS1'2..tP - -_ - -•_- ..._ .: ..
An engineered certificate of flood openings is required for ,, 10" 2 sP4 wATr 1[2" UWNTa i� 19 ,�
EVALUATION SUBJECT: -2�!ffi.W%112" t " �' - _...aa?'ZBTxATG WD:,^.,
FLODD YENT all engineered flood vents wit ut 1CC-ES certiflcat . SIYA T ; ` T ( )
CRAWL SPACE DOOR SYSTEMS ..._..._ - Fier 2K47CP
1.0 REPORT PURPOSE AND SCOPE ( _. _- --- orION s,• >l.
yM
AtT'.
Purpose: - • '" ' ; , i
x4 STUD uint:T.. @ 15OC
of this evaluation report supplement is to indicate that Crawl Space Door Systems flood vent, recognized in
The purpose p PP '.'
ICC-ES master evaluation report ESR-3851, has also been evaluated for compliance with the codes noted below.
Applicable _ 1: FLOOR SLAB, -BR 4" THIC$; POURED CONCRETE•SLAB. Wjgi 6,.,x-6,'10/YO � '' � - - ��' SIDING � -
p i I 1_12.1 DRYWALL i
W.W.=M.ON 0.006-VISQUEZN (OR' "EQUAL)ON CLEAN- UNI?ISTIJRBED'961 ,OR t 1/2 F dYWALL
® 2017 Florida Building Code --Building - u - �• '
■ 2017 Honda Building Code --Residential COMPACTED-T0.95%M.P.D. FILL PRE TREATED 'FDR TERMTT'ES.' E -8" CDX YW. ACFFfiO r 8'4+r.
2. ALL REINFORCING STEBL TO BE GRADE 50.
2.0 CONCLUSIONS - m _. t ! 1'/2° DRYfJALii
J
r ems flood vent described in Sections 2.0 through 7.0 of the master evaluation report ESR-3851, 3. FOOTING DESIGN , BASRD ON 'SOIL BBAROAG CA�-ACITY" -OF P.S: Pz
The Crawl Space Door Systems 9
complies with the FloridaBuilding Code -Building and Florida Building Code -Residential, provided the design and 'CO3TRACOR TO S`S3j¢IT SOTL HEARING TEST'RESULT3 'A3VD OR SOIL' 1n1 -
Pg ® W 2
2015International Building Code provisions noted m the master report. ; B`S,ARY1'1G CAPAOJTY ;REPORT BY ,FLARIDA„ REGIl3TERRD ENGINEEFI. k;. IV 1(2" 1i
k
installation are m accordance with the 9 P •. , . •., . -ilm -
. -4. P'IId, .PY,P_C$ f rQITIiIN 5'O•� OF ',TFSk; CONS'FRTS6TiCTr P$Rltt$4'ER SRALL CONSIa7 .. 2K4 ST[AWAIL @ 16' t ZK4 3I[Al @'10OG ISTTD10 2 STUD WALL,:
Use of the Crawl Space Door Systems flood vent has also been found to be m compliance with the High -Velocity Hurricane _. - '"DF' CLAN Wlr L. GRADED,�9AND IN •1.2" %IPT3 Mi'sX. AND VIBRATOR CbMPACfiEL• .. �-
Zone provisions of the 2017 Florida Building Code -Building and Florida Building Code-RasidentiaL .
TO ACH3EVE 1, .-.IN3Mt7Ni OF'.9596 'MODIFIED PROCTOR DENS'xTY ' AASHO-13.80"
For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a "F . , "0 OL .T . OTING PREPARATION.
P S GENERA2'1002. M N T HIC EO /
r
quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the
.. J Iflll
q tY • • • possess an approval b A. AFTER S "AA'DARD CLEANTN� AND r;RTJBBTN(i RAS BIiEN OOMPLETI D• AND
responsibility of an approved validation entity (or the code official when the report holder does not po pp y
`. AND A;PPI'.OVED., APPLY VZBATORY COMPACSgR NITFI A MINIMUM OF POUR � i - � � � - usliu
8 0"
the Commission).
- I .! (vL .SHdSI
Iletsupfd$ I•ald4t
w' themasterre report, issued September PASSES ^G T8B- EXISTING GROUND. (1)Typfal. aMsm f
This supplement expires concurrently with p Pt W�Tn) Stull ts: (hgle
...._..-..:..-__. - .( NOTE- t OPTTIONAL'3000 PS,'r •PIBElow$H COMCRE4.'is 'WITBOUT.T6:W N.
Boasmr (ate
R3851 I MostWide/yAcwptadandTrusted _ OVER. .006 trZ>l(itEfi�7.)
6,697,72
TABLE 1--CRAWL SPACE DOOR SYSTEMS FLOOD VENT Y
OVERALL_ VENT SIZE
ROUGH, OPENING SIZE
ENCLOSED '
MODEL
.
(Width x "eighth Depiti)
(width x Height)
AREA COVERAGE
(in)
(in)
te)
CSSA816
18'/4x 101/2 X 1"/4
16 X 8'14
305
i� 2x$ Ht�iIR tie <v "w !.M N�o�
_ , - y� s .
iSP 4 GATL TEES r „ . E ISTII G WD FLOORING TO EiE' 'REPLACED
3/8 AG ST&W Ai 3/8. I .:SC> ?? . I4EE TF FROM MII DESV D'1 1I GIs'
i 3/ UNDEEaAYRli17P, . @ 24' OC•
a ® ■ ® v 4"...`CAB t711R 1 0 ._ t'^4 _ - f{'1n ISH P FLOOR HT. '
--
S!i?AP OBILE
r __ _- FLOOD PLANE)
NOTEION PLAN:
�T i
5/8" PT CDX PLYW. L0626 HANGER
D X 94".W MM MR_.._ ---• �' �r :. W/ A7 8.. 3/8 LAGS
-� �- W/ r2R ""' RriQK SHANK- NAPLE 42� 2 SLAP �®
2 c 4n 6n 4
EDGES 8 FIELD
1
•
4 PT'.POST
`M T ST
_
a5 i
w/ A'B44 yco
4 V� PC UDS.
2x4 PT STUDS @ 16 "IOC 1 / 2 " ANJM M9
O
MIII 4 1 W
4n �� () i l
M 300 . VF�1TS
2A cr 20W.,
281 4"
(VOTE 4 /' -� . � s /f��y.��p. , ♦. (�(]�{� �� ��n /' i t
1 6) t-� t V✓ V. (iry V/ w. ✓~ �..'ir u1-1\.SM1Y'lY ,� r'.+,+•.',,�,._+•-•"_ G:. +.
Ir SURVE •OR TO ESTABLISH SETBACKS AND FLOOD PLANE4.1
H ' "
ELEVATIONS W/ FORD! BOARD SURVEY.all
FIGURE 7-CRAWL SPACE DOOR SYSTEMS FLOOD VENT =. - 4 ..
JabKey: CK3513-
14
ICES Evaluation Report ESR-3851 Company: Kost Txuss, I c ,r
4
issued September2018 Address: 4175 SW Martir Highway
SOS. E 3/4" 1'
r.' rtissubecttorenewalSeptember2019. Palm City, FL 34990 --
his repo 1 - t '
- - ----- Phone: (772) 286-3700
i is Of International Code Council® re s: 12 X 32 ed ° '-
www.icc-es.org (800) 423-6587 1 (562) 699 0543 A Subs d ry Site Add a
ruction from the exterior side. Installation of the vent
construction - - ITS 12 1210tl 12 tOdxt /z� - 775 - 720 - 665 620
DIVISION. 080000-OPENINGS ... ----- _
t be in accordance with the manufacturer's ---___- - ---------------=- - - -- -
- 43-VentslFoundatron Flood Vents must � _`__`_--____/
Section! 08 95 � '. LTStfi '� 16 12-tOd 12-tOdx1'h 775 " 120. 665 - fi20
instructions, the applicable code and this report. In order to SUPPORT REPORT JOB DESCRIPTION: CK3513
LTStfi 18 12-10d 12 10tlxllfr 775 720 665 620
REPORT HOLDER: comply with the engineered opening design principle noted WIND CODE: 'ASCE 7-10 WIND MPH: 170 BLDG TYPE: CLOSED LTS20 20 12-10d 1210dx1/: 775 720 665 620
in Sections 2.7.2.2 and 2.7.3 of ASCE/SEI 24-14, the vent
CRAWL SPACE DOOR SYSTEMS, INC- must be installed as follows: -_--
■ With a minimum of two openings: one on different sides TRUSS TRUSS SUPPORT SUPPORT BEARING BEARING REACT. REACT. MAX WIND as a Installation
_.. _ _-_ __ _. ..,, ., u .mro tt nnr cm _1F aSBTruss
•10-
EVALUATION SUBJECT: of each enclosed area. -
CRAWL SPACE DOOR SYSTEMS FLOOD VENT • With a minimum of one vent for the square footage of
enclosed area noted in Table 1.
1.0 EVALUATION SCOPE ■ Below the base flood elevation.
Compliance with the following codas: ■ With the bottom of the vent located a maximum of
12 inches (305 mm) above grade.
P 2018 and 2015 International Building Code 5.0 CONDITIONS OF USE
oil2018 and 2015 international Residential Code® The Crawl Space Door Systems flood vent described in
Properties evaluated: this report complies with, or is a suitable alternative to what
■ Physical operation is specified in, those codes listed in Section 1.0 of this
■ Water flow report, subject to the following conditions:
5.1 The Crawl Space Door Systems flood vent must be
is Weathering installed in accordance with this report, the applicable
20 USES code and the manufacturers published installation
Crawl Space Door Systems flood vent is used to provide
th
instructions. In the event of a conflict, the instructions j
for the equalization of hydrostatic flood forces on exterior
in this report govern.
walls.
5.2 Use of Crawl Space Door Systems flood vent as
under -floor space ventilation is outside the scope of
3.0 DESCRIPTION
his report.
t
3.1 General:
Crawl Space Door Systems flood vent is an engineered
6.0 EVIDENCE SUBMITTED
mechanically operated flood vent. Upon contact with flood
Data in accordance with the ICGES Acceptance Criteria
for Mechanically Operated Flood Vents (AC364), dated
water, the flood vent automatically opens and allows flood
water to enter and exit enclosed areas. The vents are
August 2015 (Editorially revised October 2017).
constructed of general purpose ABS SP-9010 plastic. The
7,0 IDENTIFICATION
vent has a faux louver with either a solid plastic plate or
71 The Crawl Space Door Systems flood vent
wire mesh attached to the back of the louver. The louver is
recognized in this report must be identified by a label N
dislodged from thevent upon contact with flood waters.
f fld vent
bearing the manufacturer's name (Crawl Space Door
See Figure 1 for illustrations o e
Systems), the model number, and the evaluation
3.2 Engineered Opening: report number(ESR-3851).
The Crawl Space Door Systems static flood vent complies 7.2 The report holder's contact information is the -
with the design principle noted in Section 2,7.2.2 of following:
ASCEISEI 24 for a rate of rise and fail of 5 feet per hour CRAWL SPACE DOOR SYSTEMS, INC.
(0.423 mmis). In order to comply with the engineered 3669 SEA GULL BLUFF DRIVE
enin re uirement of ASCEISEI 24-14, the flood vent VIRGINIA BEACH VIRGINIA 23455
oP 9 q
must be installed in accordance with Section 4.0 of this (757) 363-0005 • - -
report. www crawlspacedoors.com
4.0 DESIGN AND INSTALLATION
The Crawl Space Door Systems flood vent is designed to KLVIEWED
be installed into walls or doors of existing or new
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theFloridaas complying with the Flo - B
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NOR -No. 1 B-0808.02 ' �C 1-% 1
Explration D 10/3112022 k
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IS AT 12" AND TAPCON sl'ACINO SII)INO / SOFFIT SHALLBE CAHCM FOR
6" MAX. WHEN FURRJPIQ IS AT x". WMUC'CGRAL. ADEQUACY. CILW" AND
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VANITJID HOOFiNONAII 3 W � 3ALL BE THAT WAI'!.g PR�TVNM _
118"S11/:14 LIA.,318""READDI& -- AsMALTSATMATWF=0FNOT19S
X Wal LON0. POI( SPADING, THAN 15#1100 SQ. Fr. A3 DESCRIBED IN
SIAI TAULC. Pot SPACINQB AT 8". SHO'noN 21,21.6.2 OR 1404.2 OF TM FSC.
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INSTRUCTIOINIIAAiID'1•fi1dAPPLICIAB E
S11 noms Or THE McC
5V Crimp Metal Length: various TAS 125 Corrosion resistant, galvalume or
Roof Panels Height Kynar or
: .
p p
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:'116" galvanized performed,
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Width: 25'/2" Superl, H coated, pre -finished, metal
y
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FASTENING PATTERN FOR 5V-CRIMP AT INTERIOR OF PANEL
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MTS12 STRAP EA JOIST
J
251/2"
- -
28'4"
> 61.
-
11 1/2" 12 1/2" _.
7/16" ROOF SHEATINOTES:
ALL ROOF SHEATINGTO BE APA 19132" THICK ESP' 1 PLYWOOD SHEATING
FASTENING PATTERN FOR 5V-CRIMP AT EAVE & RIDGE INSTALL WITH THE LONG DIM. OF PANEL ACROSS SUPPORTSWITH THE PANELS
CONTINUOS OVERTWO OR MORE SPANS
51'DA WAU BLOCKWALb
AL1.PIV N A9ff"% P.L STRUCXLMALRNI#hVBl3It
w ereinfo A ACTORY I -BEAM Pl. f31t11,1A 1�1�8NS8140• �H
364 - Herein for Maximum
Lieorliz Pad& sit" a Ohdsrn0 of lily Qavn ltidunriex, lao„ - Fastening Spacing T. 2 x8 WOOD CAP
-` - Kearney, MG 6400T!
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77 Z ; (CRY -STACKED;
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EXISTING MONOLITHIC
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0,042"
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0.046"
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0.046"
•46.6
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0.040'
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-MIL POLYETHYLENE 1
FILM NOTE: PIER TYPE 'A° HAS A {{
MAXIMUM HEIGHT OF W FROM j
GRADE TO TOP OF RT. 2 X 8
�---y _ PERIMETER PIER
' 1x2BATr&a ...'__'HO.FFZi L0oo
}c1lAmanL' °6� END OF THIS ACCEPTANCE
} 4,
1r I NOA No.:16-0510.23
WALL - - ha0 - / " J noAMI DADE COUNTY Expiration Date:11/08/21
aooF n �nenxa 1 )` 2 1 r r Approval Date: 06/30/16
- - - - -. :'� a� DQitRI�R 5" - Page 5 of 5
EA VI, CROSS. SECTION DESCRIPTION: 5-V Crimp Metal Roofing Panel System
_ GRADE
PRODUCT RENEWED
as cam tytap with 4Nn Ptnride to' ` - L,� t.LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
nupdin epde 1••+r--- 7"----i.•� , nATTEN- NAO.. - - ( - statement:. "Miami-Dade,CountyProduct Control Approved", unless otherwise noted herein.
NDA Nn. 17-1107.06 NAIL BATT9N
Explratlon a a 10131120,18 • • RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
ay BOFPPT sorntl eotmtm in the applicable building code negatively affecting the performance of this product.
M18ai d, Prodac Covttrol -.• s'-!- !" �4"�_A
,Iptt uu+rouu � � � .. - _ TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
4a"1.�1a:°.G materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
WOODROOFFRAMWO . �N y
24-Mnrmlial sPA47No �J `,••;,+D gF �w sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
taa 10164 . * FA VL+ LONGITUDINAL SECTIONS this NOA shall be cause for termination and removal of NOA.
_* _
:w i�g
�0 .••ABTATE OF :�? ALTON RB1:VE8 PJL STRUC ADVERTISEMENT' The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
c�4��0 �A��yu `w PLORIDA L1ttt5E N't expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
G2u, %l.=wsa, in its entirety.
PA&CIA 'r`huaegvpePl� EmiliaPacfAcStdlega olt4slon of PtyG
- ,--- F7 der. amJy ' 303 W-Melar
1� W KaarneY, MO 04OW INSPECTION' A copy of this entire NOA shall be provided. to the user by the manufacturer or its distributors and
%shall.be available for inspection at the job site at the request of the Building Official.
tx2wdona,rrrtttsi'atPs
INS`I'AT.LATION
Na 2 W SOUTinaw PUM4E Dg,W A M93 FOR VZT This NOA renews NOA No.11-071-4.08 and consists of pages 1 through
m 5.
OR Ba118R -
. O The submitted documentation was reviewed by Gaspar JRodriguez. - ---- - -
ANR 1=25IJUI.2013
SAYE FItAlIZIIYti iSC+MF I'Iilc VD'w No. RavtaTa�is Qai9- SCALE VARIES
AP yA.OVii:Ii
MODBL4
WW GURATIOPI
liXP080IIS
INCHES
THICKNESS
-.001
150 --
- Trip io 4
12
0.035,
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Td>to 4^
12
0.035"
1 2
d Ie 4"
12
0-03-V
L 0
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to
141
Double 5"
to
0,0 4
144..
- -oub e4"
10
0.0401'
0.04iY' _
0,040+
Table A
Maximum Desi
Field
n Pressure
Perimeter and Corner'
Perimeter and Corner'
Maximum Desi n Pressure
67.25 PSF
-154.75 PSF
180 PSF
#10-14 x 2-1/2"
Fastener T e
#9 x 2"
#9121'
8" OC
8" OC
Maximum Fastener Spacing
16" OC
1. Extrapolation shall not be allowed
lit
P.T. 2 X8 WOOD CAP
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B'X87X18' CONCRETE
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UNITS
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31 ' 4" STRUCTURAL LOAD LIMITATIONS: -
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CODE EDITION: 2017 FLORIDA BUILDING CODE (6TH EDITION) & ASCE 7.10 1l
I
1. ULTIMATE DESIGN WIND SPEED
165 mph wind speed
2. NOMINAL DESIGN WIND SPEED REVIEWED
124 mph wind speed FO
Date
3. WIND EXPOSURE CATEGORY "C CQuE CMPLIIA �, ,
4. IMPORTANCE FACTOR: 1.0 ST. LUCIE ^Du �• Scale
5. MIN ASSUMED SOIL BEARING CAPACITY 2000 BQLC
-THE CONTRACT.Oky SUIt•CONTRACTOIi, WPPLIER, ECT.'SHALL V.XP �Y ALL; : _ L W E L �.t'_H N w • Drawn
PA U
' Job
C0 .'Y `BC 0 DMENSIONS, CONDITIONS AT JOB SITE, PLA><Ts, SP,TiCikiCAT�Ot��, ACT. - maul Welch P. E. ��1
_. w.., . ,
�< SIR_UCTURALFEA'_'URESNOTDFTAYLED'ONTTtiES�PLAN3.WRLB� ADD'RESS�`D'BY FLORIDA REGISTRATION #29945
1 iTIO1'�i�., NIJM,TH.:-FBC 1'7 �E��D�+ T't�►B,, 2017 FL�1t IN,G CO�}Ey 2017 `_- MECHANICAL * ELECT MAL * CIVIL ENGINEERING
THE ENGINEER AS CONSTRUCTIQi!i-P.ROGRESSES.
.. -19B4 S.W. BILTM�F4� ST. - SUITE �'1 14
C NICAIe CODE AND THE n � 0-20 �') FEMA REQUIREMENTS _�►LL �+RM19N D NSTONS ON TMSE DUAWINGS TARR PRECEDENCE OVER SCALED PORT ST. LUOIE, FL 34984 (� Sheet
HiMENS QNS. (772) 765-98BEI / FAx (772) 785-9933
Of Sheets
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.. - .... --- -----
-
MIA MF E _DAD E COMIAMI
UNTY
M I DARE COUNTY MIAMI MUM-DADECOUNTY PRODUCT CONTROL SECTION
MIAhPRODUCT CONTROL SECTION • PRODUCT CONTROL SECTION 1 11$O5Sw26streekRoom 208
{ °nu „ 11805 S W 26 Street, Room 208 11805 SW 26 Sheet Room 208
' DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida6) 315-2474 DEPARTMENT D REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786)315-2599 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 313-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidadeeov/economy www.milamidade.2ov/economy
NOTICE OF ACCEPTANCE OA www miamrdade.aov/economy NOTICE OF ACCEPTANCE (NOA)
Nan Ya Plastics Corporation USA
` Southealstern Metals Manufacturing Co., Inc. 8989 North Loop East, Suite 800 Georgia Pacific, Div. of Ply Gam Industries, Inc.
11801 dustry Drive Houston, TX 77029 303 W. Major
Kearney, MO 64060
Jackso ville, FL 32218 SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The SCOPE:
lion
he use of construe e t
d regulations governing e applicable rules an e
_ is balm issued under the gul g g
NOA
documentation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section to This g aPP -
SLOP
use of construction materials. The Authority Having Jurisdiction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER
-
This applicable rules and re ations governing the be used in Miami Dade County and other areas where allowed by the ty g (AHJ}•
This NOA is being issued under the pp
docume�mtation submitted has been reviewed and accepted by Miami -Dade County RER Product Control Section be on This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
the Authority Having Jurisdiction (AHJ).AHJ in areas other than Miami Dade County) reserve the right to have this Having Jurisdiction (AHJ).
b and/or the Bb ed ' D e Coty) _ where allow g Miami ad
- Dade County and other areas y $' (In only)(
used in Miami -Dade tyCounty Product Control
Miami -Dade Co
e expiration date stated below. Time Miam
• r trail assurance oses. If this product or material fails to perform in the accepted This NOA shall not be valid after the p tY
t be valid after the expiration date stated below. The Miami -Dade County Product Control Section product or material tested for quality 1up
This NOA shall no P manner, the manufacturer will incur the expense of`such testing and the AHJ may immediately revoke, modify, or Section (In Miami Dade. County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
Miami -Dade County) and/or the AFU inn areas other than Miami -Dade County) reserve the right to have this product
(in Mi ty (� suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this to have this product or material tested for quality assurance purposes. If this product or material fails to
or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the acceptance; if it is determined by Miami -Dade County Product Control Section that this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use meet the requirements of the applicable building code. immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is This product is approved as described herein, and has been designed to comply with the Florida Building Code, reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements including the High Velocity Hurricane Zone. Section that this product or material fails to meet the requirements of the applicable building code.
of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building
This product is approved as described herein, and has been designed to comply with the Florida Building Code DESCRIPTION: Series "18P" PVC/Fiberglas Oullswing glazed Doors (OXX or XX) - LAU Code, including the High Velocity Hurricane Zone.
including the High Velocity Hurricane Zone of the Florida Building Code. APPROVAL DOCUMENT: Drawing No. NA 0103 Rev H, titled "18P Impact 8' Outswing Glazed DESCRIPTION: Georgia Pacific Vinyl Siding and Vented Soffit
PVC/Fiberglass Door (OXX or W, sheets 1 ough 9 of 9, dated 04/03/06 and last revised on 08/08/18, prepared
DESC PTION: 5-V Crimp Metal Roofing Panel System by PTC, LLC, signed and sealed by Robert J. Anor'uso, P.E., bearing the Miami -Dade County Product Control APPROVAL DOCUMENT: Drawing No.12-0829.13, titled Installation Design Drawing for Vinyl
Revision stamp with the Notice of Acceptance n bar and expiration date by the Miami -Dade County Product Siding(Soffrt", sheets 1 and 2 of 2, dated 01/25/2013, prepared by the manufacturer, signed and sealed by
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following Control Section. Allen N. Reaves, P.E. on 10/27/2017, bearing the Miami -Dade County Product Control renewal stamp with
:me
Dade County Product Control Approved", unless otherwise noted herein. MISSILE IMPACT RATING: Large and Small Missile Impact. the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section.
Limitations: MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
NE AL of this NOA shall be considered after a renewal application has been filed and there has been no change 1. Full length wood reinforcement item #20, at lock -stiles and hinge Stiles are required. LABELING: Each piece shall bear a permanent label marked at not more than 4' o.c, with the
in the applicable building code negatively affecting the performance of this product. 2. See sheet 2 for rails & stiles sizes. Min door/ sidelite top rails = 4.37, min bottom rails = 7.63", min door / manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control
sidelite stiles = 6.52". Approved" and per FBC 1709.10.2 and 1709.10.3 on Soffits.
TERMAT'of this NOA will occur after the expiration date or if there has been a revision or change in the RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
material , use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. in the applicable building code negatively affecting the performance of this product.
sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of
A RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
this NOA shall be cause for termination and removal of NO
in the applicable building code negatively affecting the performance of this product. materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for
1 with an section of
this OA. Failure to co th
shall automatically terminate is N
otherpurposestit mp Y Y
sal es advertising or anY
wed b the ' ere has been a revision or change in the
> g Y
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and folio y TERMINATION of this NOA will occur after the expiration date or if there g this NOA shalt be cause for termination and removal of NOA.
expiration date maybe displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
in its entirety. for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any ADVERTISEMENT: The NOA number preceded by dine words lion of the County, Florida, and followed by the
section of this NOA shall be cause for termination and removal of NOA. expiration date may be displayed in advertising literature. If any portion of the NOA is displayed then it shall be done
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official expiration date may be displayed in advertising lire e. If any portion of the NOA is displayed, then it shall be
shall be available for inspection at the job site at the request of the Building Official.
done in its entirety.
This NOA renews NOA No. I 1-0714.08 and consists of pages 1 through 5. This NOA renews NOA # 17-1107.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
The submitted documentation was reviewed by Gaspar J Rodriguez. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and well as approval document mentioned above.
shall be available for inspection at the job site at the request of the Building Official. The submitted documentation was reviewed by Carlos M, Utr•era, P.E.
A revises NOA #16-0811.07 consists of this page 1 and evidence ge E-1, E-2 and E-3, as well as approval
This NO P g Pa
document mentioned above. NOA No.18-0808.02
The submitted documentation was reviewed by Ishaq L Chanda, P.E. M ECOUNrY Expiration Date: October 31, 2022
MIAMFDADE NOA No;: 16 0510 23 s Approval Date: September 20, 2018
couNTY Expiration Date: 11/08/2i NOA No.18-0815.15 // ' 1 f lI/a«1t Page 1
s ""+ ° Approval Date: 06/3046 MIAMI-DADE COUNTYAugust- - - - -
PP E- - - -
Page 1 of S � "' ° ° Expiration Date: 18, 2020
� A rove Date: October 04, 2018
Joy.
9
MIAMi• E MIAMI-DADS COUNTY M7�IA111M�I•DAD) MIAMI-DADE COUNTY UN Wr1 r.. 0.�+ IT #t Summary Date:
a - PRODUCT CONTROL SECTION PRODUCT CONTROL SECTION 5° ° UNIT f`#Z By.
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street Room 208 -q ` I DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 QUICK C,4LCS, INC.
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315.2590 F (786) 315-2599 BOARD AND CODE ADMINISTRATION DMSIO Miami, Florida 35-2474
amidade. ovleeonom T(786)315-2590F(786) 6)315-2599 317 ST.LUCIE LANE, FORT PIERCE, FL34948 PM6£ re:772-06799 EmaiI:QUICKCALCS@AOLCOM
NOTICE OF ACCEPTANC
E (NOA) www�i de.ggy_/econaliia
www.miamidade.9ov/economy Project Information
00�
PGT Industries, Inc. NOTICE OF ACCEPTANCE (N )
1070 Technology Drive GAF
Notch Venice, FL 34275 i Campus Drive `For. 139 WINDMILL VILLAGE
SCOPE: - Parsippany, NJ 07054 : JENSEN BEACH, FL
This'NOA,is being issued tinder the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - used in Miami Dade County and other areas where allowed by the
Product Control Section to be Authority, This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
Having Jurisdiction Section
(AH. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control -
This NOA shall not be valid after time expiration date stated below. The Miami -Dade County Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction
;Design
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to , -:
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHD may This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Weather. Fort Pierce, FL, US
immediately revoke, modify, or suspend the use of such product or material within theft jurisdiction. RER Section (in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have Winter Design Conditions Summer Design Conditions
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control 'this product or material tested for quality assurance purposes. If this product or material fails to perform in the 42 T Outside dh 90 of
Section that this product or material fails to meet the requirements of the applicable building code. accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, Outside db
Inside db 70 °F Inside db 75 F
This product is approved as described herein, and has been designed to comply with the Florida Building modify, or suspend the use of such product or material within their jurisdiction. RER reserves, the right to revoke Design TD 28 °F Design TO 15 °F
Dail ran to
Code, including the High Velocity Hurricane Zone. this acceptance, if it is determined by Miami -pads County Product Control Section that this product or material Y, g M o
fails to meet the requirements of the applicable building code. Relative hIr1rem 61 r
DESCRIPTION: Series 11SH-5500"PVC Single Hung Window-LJVLI. q PP g Moisture dltference 61 grab
his product is approved as described herein, and has been designed to comply with the Florida Building Code
° APPROVAL DOCUMENT: Drawing No. MD-SH5500-01 titled "Single Hung window Installation Heating Summary Sensible Cooling Equipment Load Sizing
A LM ;sheets 1 through 13 of 13, dated OSl15/15, with revision B dated 06/06/17, prepared by manufacturer, including the High Velocity Hurricane Zone of the Florida Building Code.
Structure 1779 Btuh Structure 2015 Btuh
signed and sealed by Anthony Lynn Miller, P.E., bearing the Miami -Dade County Product Control Revision 628 Btuh
stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product DESCRIPTION: GAF Liberty"" SBS Self -Adhering Modified Bitumen Roofing Systems Over Wood Decks. Duds 503 Btuh Ducts
Central vent (0 din) 0 Btuh Central vent (0 din) 0 awn
Control Section. none 0 Btuh
y LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and Humidification 0 Btuh Blower )
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. Piping 0 Binh
t Equipment load 2282 Btuh Use manufacturer's data n
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no Ratelswinpp multiplier 0.95
model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise, l Infiltration Equipmennn�tsensible load 2511 Binh
i change in the applicable building code negatively affecting the performance of this product. .
noted herein. ,; Method Simplified Latent Cooling Equipment Load Sizing
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been TERMINATION of this NOA will occur alter the expiration date or if there has been a revision or change in the Construction quality Average SWclure
j; materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, Fireplaces 500 Btuh
no change in the applicable building code negatively affecting the performance of this product 210 BBnh
TERMINATION of this NOA will occur after the expiration date or if there has-been a revision or change for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any CC,eenntral vent (0 cfrn)
section of this NOA shall be cause for termination and removal of NOA. Heating Cooling (none)
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement Area (T)132 132 Equipment latent load 712 Btuh
069
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the Wlume g(fie) 0.77 0.40
to comply with any section of this NOA shall be cause for termination and removal of NOA. expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be Equ AVFe cd �r 0.14 0.47 Equipment
I total ncapacity at 0.70 SHR at) 3223 0.3 tonh
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and done in its entirety. VF
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and Heating Equipment Summary Cooling Equipment Summary
displayed, then it shall be done in its entirety. shall be available for inspection at the job site at the request of the Building Official. Make Mitsubishi Electric Make Trade Mitsubishi Mitsubishi Electric
Electric Trade Mitsubishi Electric
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its This NOA renews and revises NOA No. IS-0203.05 and consists of pages 1 through 18. Model MUZ-WR09NA U1 Cond MUZ-WR09NA-U1
distributors and shall be available for inspection at the job site at the request of the Building Official. AHRI ref 202397877 Coil MSZ-W R09NA-U1
The submitted documentation was reviewed by Jorge L. Acebo. The
ref 202397877 11.0 EER,16 SEER
This NOA revises NOA# 16-0714.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as Efficienoy- 8.5 HSPF Efficiency
/ Heating input Sensible opoling 6300 Btuh
approval document mentioned above, t / Heating output 10900 Btuh @ 47°F Latent cooling 2700 Btuh
b Manuel Pere, P E. Ili_/ Temperature rise 33 T Total eoolT(9 9000 Btuh
The submitted documentation was reviewedy Actual airflow 300 cfin Actual airflow 300 dm
Airflowfactor 0.131 ctrnlBhlh Arflowfactor 0.153 inH2uh
NOA No.17-0630.05 Static pressure 0.50 in H2O Static pressure 0.0 in HZO
NOA 16-1206.02
MIAMFDADE COUNTY Expiration.Date: July 30, 2020 Expiration Date: 02/22/22 Space
pa a thermostat
h b lancet point °F Load sensible heat ratio 0.79
Approval Date: November 30, 2017 MIAMI•DADECOUNW Approval Date: 02/16/17 ry Po
Pagel Page 1 of 18 loput=4 kW, Output=12144 Butt, 100 AFUE
/ Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
A
i{.r- wriyhYsott- 2019.Oeo•7911:1
-d-•- RI9frSduRlUmrerse1201919.0.07 R5U09101
...unerls0rigtboft HVAM139 WINDMILL VILLAOE.np Calc-WB FrodoxviamcsW
CONTRACTOR, SUB • CONTRACTOR, SUPP
�. �3 ' DMN T.00S C. NDITIONS AT:J0J3 SITE, PLAI
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, I.3LUMB�G-Ac��BU�I.-STRUCTURAL
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FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CQNSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: 139 WINDMILL VILLAGE
Builder Name:
Street:
Permit Office: ST. LUCIE COUNTY
City, State, Zip: JENSEN BEACH, FL,
Permit Number:
Owner:
Jurisdiction: ST. LUCIE COUNTY
Design Location: FL, Fort Pierce
county: St. Lucie (Florida Climate Zone 2 )
i. New construction or existing Existing (Projected
9. Wall Types(711.3 sqa.)
Insulation Area
2. Single family or multiple family Single-family
a. Frame - Wood, Exterior
b. N/A
R=11.0 711.33 fP
R= IF
3. Number of units, if multiple family 1
C. N/A
R= ft2
4. Number of Bedrooms 1
d. N/A
10. Ceiling Types (384.0 sgft.)
R= ft'
Insulation Area
5. Is this a worst case? No
a. Roof Deck (Unvented)
R=30.0 384.00 ft'
6. Conditioned floor area above grade (ft-) 384
b. N/A
R= ft2
ft'
c. N/A
R=
Conditioned floor area below grade (ft-) 0
11. Ducts
R ft'
7. Wlndows(34.0 soft.) Description Area
a. U-Factor: Sol, default 34.00 ft'
SHGC: Clear, default
ft°
12. Cooling systems
kBtu/hr Efficiency
b. U-Factor. N/A
e. Central Unit
9.0 SEERA6.00
SHGC:
Central Unit
9.0 SEER:18.00
c. U-Factor: NIA it,
SHGC:
13. Heating systems
kBtulhr Efficiency
d. U-Factor: N/A ft'
a. Electric Heat Pump
9.0 HSPF:8.50
SHGC:
b. Electric Heat Pump
9.0 HSPF:8.50
Area Weighted Average overhang Depth: 2.000 it.
Area Weighted Average SHGC: 0.800
14, Hot water systems
Cap: 40 gallons
8. Floor Types (384.0 sqft.) Insulation Area
a. Electric
EF: 0,950
a. Raised Floor R=30.0 384.00 ft'
D. Conservation features
It. NIA R= it,
None
c. NIA R= ft'
15, Credits
Peat
Total Proposed Modified Loads: 22,45
PASS
Glass/Floor Area: 0.089 Total Baseline Loads: 23,36
I hereby certify that the plans and specifications covered by
Review of the plans and
OF •(NB S7'4? '
this calculation are in compliance with the Florida Energy
specifications covered by thisti
, O�
Code.
calculation indicates compliance
With the Florida Energy Code.
PREPAR BY' 1i
Q,
Before construction is completed
ap
- ~
( - ___
D ATE: L
this building will be inspected for
9 P
compliance with Section 553.906
'ens c --
+ -
-
I hereby certify that this building, as designed, is in compliance
Florida Statutes.
`ryCODv
WE
with the Florida Energy Code.
OWNER/AGENT: -
BUILDING OFFICIAL:
-
DATE
--
DATE: -- --
- Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as
certified factory -sealed in accordance with R403.3.2,1.
- Compliance requires an Air Barrier and Insulation inspection Checklist in accordance with R402.4.1.1 and this project requires
an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2).
y�I]9-.,S1a44L Y•BrAJ<i` 1 ALL i
' �S- L4N .WILL Bi ADD + S 9 LWBY
Tark%Dv.NcE ovER scAub
BATH,
LMNG/KITCHEN
9,000 BTU 9,000 BTU
Job M
performed for:
139WNDMLLVUAGE
JENSENBEACH,FL
QUICK CALCS, INC.
317 ST.LUCIE LANE
FCRTPIERCE,FL31946
Phone:772-466.6799
QUICKCALCSGACLOCM
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