HomeMy WebLinkAboutPRODUCT APPROVAL From Team K5 1.407.469.3499 Thu Jan 11 14:17:17 2018imsT Page 1 of 22
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED l �+
Permit Number: 't3�J ' 0�1
Date: RECEr4p i
i
JAN 1 '1Q18.
Building Permit Application �S'��ntV
Planning and Development Services
Building and Code Regulation Division i
2300 Virginia Avenue,Fort Pierce FL 34982
Phone:(772)462-1553 Fax:(772)462-1578 Commercial Residential 1
PERMIT APPLICATION FOR: To Select from dropbox, click arrow at the end'oef lin,
.. ..,:"�•rn:�x 't�':L:T1 af'?>i,r yaa* •y"4�. a"-�4� !' 7� t�i�t-+`� �`'�zVft)'�L '` .. 3SL..c7'..ai-, ',l"-f_� '�. r`t�7'uS �. .�'tti;
�����s£.. .. i Y7� �� �-i�?7��•�ira1.�'��� �'n r^-c�2 '� Y'.,. � r �''n �'s�3- � �,��,�;.a;;!,..1.. `•_A_�,�'s�t`,:M.r.s Ji Sze Address'8836$$36 First Tee,Rd.
the Reserve Phase 1 Kingsmill Lot 56(OR 3993-796)
Legal Description- POD 33 at
e
Property Tax ID#: 3334-500-0067-000-7 3 Lot No.56
Block No.
Site Pian Name:
-Project Name:
Setbacks - Front Back: Right.Side: Left Side:
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f�.+`t f i y ,�w .a ...t _ ..r:.as .,.i.rlf. n'y!a.!:�t:..;>',:,>y- "�- y! k'�fes»:f3<'i:"t3•ts i5 .ti ar.:`.��;:ia'R:.�i�ii a. zi,:f
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d t :. "'- .r�.. �,..�td�i=.�x.-w int-...h Y x �"K^"b-'::"�" �#.ktr_4 ��a•{.,i, .,Ht. ��t}•., _.i.iy_:d:., r..%ia�*: axus-..i. .3✓r i:,.6;.
+'S:-..3 y-:+...rFfi:�,.ir{:,:� •.�'"�i'JF....s�- ..?sr'[+.., f_ _. ...� .
install 17 aluminum storm panels
k
�:m;t�;,-=^,s�•atwGdJ,' �.sYk:;.. f:�. . --!!',1 is°`dtit�'
t`a °� v }r p`:"Fr"�'i•"i`=�i`� iL�.� ��xls�„w ro.a{t��%i'-� 4.�i aY`� .�f..f{..
��y�
Y...ar -.s.>, .d,.+ua...,.-...:._.... >.4.. _. ...^i S'+�'.,,. I. -, �,>w.:_..-,...44;.;?`rS� .r .., - .• "
- j rt�ona wor to e e orme un ert �s perm►t—c ec a apP Y� i �
HVAC �Gas Tank ❑Gas Piping _Shutters i �WindowsjDoors
LJ Electric -Plumbing Sprinklers Generator
Total Sq.Ft of Construction: SCI.Ft.of First Floor: i
! Cost of Construction:$
7487.00 utilities:0Sewerl_JSeptic I Building Height,
t ki ,�Y.+.-f�"`7N1..>nwai.�'i,..�rr rt.. .i'fi. adr W-"�c��P.a r�f . Se•a�. _.3-"Li.73AE,l+1.a^i1'u..^z�`.:5.ti:ra:e,�S'. {�..,e�^. uL.C;,`.irl..,.u :.nF. .c.> �i'4-yc?."E:!"7's.�£:,"Tt'f 3•.x:rr;.!s-,i-maFxsfu..r.ct•-d-.z,.�c.:Ats 1s°a.-1.".-V__'.ms's?.1.
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elin
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Bon for o n,pRaouel Swanner
Address:8836 First Tee Rd. Company: The Nome Depot
City: Port St Lucie State:FL Address: 6500 NW 12TH Aye,Suite 110
Zip Code: 34986 Fax; City: Fort Lauderdale State:FL
33309 r
Phone No. Zip Code: Fax!
E-Mail: Phone No, (754)22;4-2010}
Fill in fee simple Title Holder on next page(if different E-Mail:
from the owner listed above) State or County License: CGC1514813
If value of construction is$2500 or more,a RECORDED Notice of Commencement is required.
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From Team K5 1.407.469.3499 Thu ]an 11 14:17:17 2018 MST Page 2 of 22
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DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: Not Applicable
Name: Name:
Address: Address:
City: State: City: ' State:
Zip: Phone: Zip: Phone: ,
i
FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable
Name: Name:
j Address' Address:
City: City: _
Zip: Phone: Zip: Phone:
i
{certify that no work or installation has commenced prior to the issuance of a permit.
St.Lucie County makes no representation that is granting a permit will authorize the permits holder do build the subject structure
-which is in conflict with any applicable Home Owners Association rules,bylaws or antl covenants thatmay restrict or prohibit such
structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply.
In consideration of the granting of this requested permit,I do hereby agree that I will,in all respects,,perform the work
In accordance with the approved plans,the Florida Building Codes and St.Lucie.County Amendments.
The following building permit applications are exempt from undergoing a full concurrency review:room additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non'-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in,your paying twice for
improvements to your property. A Notice of Commencement must be recorded anId posted on the jobsite
before the first inspection. If you intend to obtain financing, consult with lender or an attorney before
commenemig work or recordin . our Notice of Commencement-.
01
Signature of0%gner/'A.0ntktessee SignatuContractor/License Holder
i
STATE Q.F FLORIDA STATE OF FLORIDA; i
COUNTY OF Sfl' L lu-f COUNTY OF s � �
The forgoing instrument was acknowledged before The fgoing instrument was acknowledged before me
me this 44 day of - J&K- 20 17 by this_day of�? 20_17 by
I (Name of person acknowledging) (Name of person acknowledging.)
I I i
(Signature of Notary Public-State of Florida} (Signature of Notary Public-State of Florida)
i
Personally Known X OR Produced Identification Personally Known X ORIProduced Identification
Type of,Identification Produced Type of Identification Produced ,
Commission No. Sept mmission No, (Seal)
TRAOTHY R.OWALLEY
c i ;, "e., TIhAOTHYR.OT0IALLEY
? i = I; MY CUt?4M1SS1 t�11113
�'LBondedThru
XPIRES:August 7,2021 '" .,
Revised 07/15/2014 :° 4 ,�, �; I ExPIREs:August 7.2021
Notary Public llodeivrfitefe' 'FBF F�°4`' Bonded Thru Notary Pubric Undefwriters
-aP.,4Yla-+ kY'�sT�RQrvu,M Ci 9r5t'Yi��df0 �aa -
REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE
COUNTER REVIEW REVIEW REVIEW REVIEW j REVIEW REVIEW
DATE
COMPLETE
" � l
INITIALS
l �
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From Team K5 1.407.469.3499 Thu, Jan 11 14:17:17 2018 'MST Page 101of 22
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STORM pROtECTiDN PHE7.5,FABRIC,AMD SHUTTERS Sp6CTFIGXSION SHE-1273927 w�ceawtc*rj
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cal;ca.s�Elu*,oH3• _ _ _ lav!c anenc�mnnrs�. I I I _
,h lot. WL,bgw,.Fool ToWiS0i7l.y.o.,d.PrN*Pw-*j:e.n.m:s.n}W,.d.l stemma.A•C 50F>•.b.KccK<m -
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. - H.ad.rTCck�.Atla 6'x 7v 4vYwE tWbaof me'Da..v biwwh aM�rur,.rs aM r.firlWne.
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. •\wM ovl d.ph_,_6sl.rrs honiM.�r..w WA ol•7r Mi..l.cv..Xb.rtM obsScbt l
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CUSTOMER SIGNATURE
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From Team K5 1.407.469.3499 Thu Jan 11 14:17:17 2018MSTPage 111of 22
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M IAM I-DADS
MIAMI-DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMc RESOURCES(RER) i 11805:SW 26 Str=n Room 208
BOARD AND CODE ADMINISTRATION DIVISION i + Miami,Florida 33175-2474
T 086)315-2590 F(786)315-2599
NO'T'ICE OF ACCEPTANCE (NOA) i www.iuiamidade.a_ovteconamy
Shutter Tech,Inc. II f a
t 7485 West 2nd Court
�
Hialeah,FL 33014 ! I a
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control
I Section to be used in Miami Dade County and other areas where allowed by t1gIe Authority Having Jurisdiction
(AHJ)- I I
This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Mian.i 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 AIU may immediately
revoke,modify,or suspend the use of such product or material within their junsdiction. RER reserves the right to
revoke this acceptance, if it is determined by Miami-Dade County Product;Controls Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein,and has been designed to comply with the.HighVelocity Hurricane
Zone of the Florida Building Code. I !
DESCRIPTION: Maximum Impact 0.050"Aluminum Storm Parcel Shutter f
APPROVAL DOCUMENT:Drawing No.98002,titled"Maximum.Impact i.050 Aluminum Storm Panel",sheets
1 through 7 of 7,prepared by Ra.mms Engineering,Inc., dated January 10, 1998,last'revision dated July 14,2017,
signed&.sealed by Robert Monsour,P.E.,bearing the Miami--Dade County Product Control Revision stamp with
the Notice of Acceptance number and the expiration date by the Miami-Dade;County'Product Control Section.
MISSILE IWACT RATING: Large and Small Missile Impact Resistant
LABELING:Each panel shall bear a permanent label with the manufacturer's namel'or logol cifiy,state,the
following statement-"Miami-Dade County Product Control Approved",and NOA number,per TAS-201,TAS-
202,and TAS-203,unless otherwise noted herein. I I
RENEWAL of this NOA shall be considered after a renewal application has been filed and' ore has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any
product,for sales,advertising or any other purposes shall automatically terminate this NOA.i Failure to comply
with any section of this NOA shall be cause for termination and removal of NOA.
VEI2TISEIYIE e tram er prec e y wor x e m' e&by- ,
------
I the expiration date may be displayed in advertising literature. If any portion'of the NOA' is'displayed,then it shall
be done in its entirety, j
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,
This NOA revises&renews NOA#15-0714.22 and consists of this page 1,evidenc I c I submitted pages E-1,E-2,
E-3 &E-4 as well as approval document mentioned above.
The submitted documentation was reviewed by Helmy A.Makar,P.E.,M. .
ht:,aarrcOUNTY ! NPA No.17-0925.04
.•• z , �/L�� Expiratign Date:10122/2022
J 1 2-11
(7 Approval Date:10/19/2017
( , Pagel
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From Team K5 1.407.469.3499 Thu Jan 11 14:17:17 201$ 'MST Page 12 !of 22
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Shutter Tech,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SU�3MITT, ED i
I
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVALS ,
A. DRAWINGS ;
See NOA 01-0718,09
i 7
R. TESTS I 1
See NOA 01-071.8.09
C. CALCULATIONS.
SeeNOA 01-0718.09 i
D. MATERIAL CERTIFICATIONS !',
See NOA 01-071.8.09
E. STATEMENTS i
� I
See NOA 01-0718.09 I
. J I
F. OTHER ? I
See NOA 01-0718.09.
2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#'04-0621.01
A. DRAWINGS
1. None. ! j
� I
B. TESTS
1. None.
t
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami--Dade County Building Code Compliance'office.f
E. MATERIAL CERTIFICATIONS
1. None.
F. OTHER.
I. NDA#02-0312.08 cover page states the number of sheets incorrectly "sheets 1
—` through 18". This NOA 404-0621.01 is issued to revise NQA #02-0312.08 and
correct Me num eThis" is is the only change, Misfile is authorized by1gr. Ted Berman, P,E. with no
fee, i
I
r elmy A.Makar,P.E.,M.S.
R`roduet1control�Section Supervisor LL
NOA No.17-09:25.04
Expiration Date: lOn2/2022
Approval Date:10/19/2017
E-1
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From Team K5 1.407.469.3499 Thu fan 11 14:17:17 2018;MST Page 13°of 22
Shutter Tech,Inc. i
NOTICE OF ACCEPTANCEc EVIDENCE SUBMITTED
3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#06-0117.05
A. DRAWINGS
1. Drawing No. 98002, titled"0.050".M=imum Impact Storm Panel", sheets 1
through 7 of 7,prepared by Ramms Engineering, Inc., dated j&uary 10, 1998, last
reVision dated 0111212006, signed&sealed by RobertMonsoi r,P.E.i on 01/12/06.
B. TESTS I
I. None,
C. CALCULATION'S
1. Anchor analyses dated January 06, 2006, 41 pages,prepared by Ramms
.Engineering,.Inc., signed&sealed on danuaty 06, 2006 by Robert Monsour, P.E.
D. QUALITY ASSURANCE ! i
1. By Miami Dade County Building Code Compliance Office, E {
E. MATERIAL CERTI ICATIONS' i
1. None.
4. EV DENCE SUBMITTED UNDER PREVIOUS APPROVAL 91.1-001.04
A. DRAWINGS I
1. None. ,
B. TESTS
1. None.
C. CALCULATIONS
1: None.
1 c
D. QUALITY ASSURANCE + i
1. By Miami-Dade County Building and Neighborhood Compliance Department,
E. MATERIAL CERTIFICATIONS ?
i. None. i
F 0T-RS
1. Letter o,f compliance with the Florida Building Code,•20011 Edition, issued by
Ramms Engineering, Inc., datedAugust 22, 2011, signed and sealed by Robert S.
tllansour, P.E.
.eimy At Makar,P.E.,M.S.
Pro duct Controi!Section•Supervisor
i,' NOA No.17-0925.04
Expiration Date:10/22/2022
Approval Date:40/.19/2017
E-2 I I
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From Team K5 1.407.469.3499 Thu Jan 11 14:17:17 2018MST Page 141of 22
Shutter Tech,Inc. ;
NOTICE OF ACCEPTANCE: EVIDENCE SUB�TEU
5, EVIDENCE SUBMITTED UNDER.PREVIOUS APPROVAL#1 -0628.12
A. DRAWINGS '
1. None.
B. TESTS I I {
1. Test report on Large Missile Impact Test, Cyclic Wind Pressure Test and Uniform
Static Air Pressure Test of 0.0 0 Aluminum Storm Panel Shutter,prepared by
Blackwater Testing, Inc., Report No. BT-12-002, dated May 30, 2012, signed and
sealed by Yamil G. I{urrti, P. I
C. CALCULATIONS
1. None.
D. QUALITY ASSURANCE
1. By Miami Dade County Department of Regulatory and Economic Resources.
I
E. MATERIAL CERTIFICATIONS
1. None. C ;
I
F. OTHERS
1. Letter of compliance with the.Florida Building Code,!2010 Edition; issued by
Ramms Engineering, Inc., dated June 26, 2012, signed and sealed by Robert S.
Mansour,P.E.
I 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 414-0127.03
A. DRAWINGS ;
1. Drawing Na 98002, titled "Maximum Impact.050 Aluminum`Storm!Panel", sheets
1 through 7 of 7,prepared by Ramms Engineering, Inc., dated January 10, 1998,
last revision dated January 01, 2014, signed&sealed by Rol ertMonsour, P.E.
B. TESTS i
1. None.
C. CALCULATIONS
I.. None. '
� f
D. QUALITY ASSURANCE
1. By Miami-Dade County Department of Regulatory and Economic Resources.
E. MATERIAL CERTIFICATIONS
I. • N'one:
F. OTHERS "
1. Asset Purchase Agreement. I
elmy A.'.Mahar,P.E.,M.S.
Product Control Section Sapervisor
NPA No.17-0925.04
Expiration Date:10/22/2022
Approval Date:10/19/2017
E-3
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From Team K5 1.407.469.3499 Thu Jan 11 14:17:17 20181MST P4ge 151of 22
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Shutter Tech,Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I
7, EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#1154714.22
A. DRAWINGS #
1. Drawing No. 98002, titled "Maximum.Impact.050 aluminum Storm Panel", sheets �
1 through 7 of 7,prepared'by Ramms Engineering,Inc.,!dated lJanuary 10, 1995,
last revision dated September 29, 2015, signed&sealed by Robert Mbnsour, P.E.
B. TESTS '
I. None.. I
I
C. CALCULATIONS
1. None. !
I �
D. QUALITY ASSURANCE �
1. By Miami-Dade Couno)Department of Regulatory and Economic Resources,
E. MATERIAL CERTIFICATIONS
1, , None.
F. OTHERS
J. FBC, 2014 Edition compliance letter prepared by Ramms Engineering, Inc,, dated
June 26, 2015, signed&sealed by Robert Monsour, P.E
S. NEW EVIDENCE SUBMITTED
I
A. DRAWINGS i
1. Drawing No. 95002, titled ".Maximum Impact.050.,4luminum Storm(Panel", sheets
I through 7 of 7,,prepared by Ramms Engineering, Inc,, dated,January 10, 1998,
last revision dated July 14, 2017, signed&sealed by Robert Monsour, P.E.
B. TESTS
I
L None.
� ! j
C, CALCULA'T'IONS �
1. None. ,
D. QUALITY ASSURANCE
1. By Miami--Dade County Department of Regulatory and Economic Resources,
s i
E. MATERIAL CERTIFICATIONS
d --Unne
i I
F. OTHERS
1. FBC, 2014 Edition and 2017 Edition compliance letter prepared by;Ramms
Engineering Inc,, dated July 15, 2017,signed&sealed by Robert k, onsour, P.E.
j I tiny A.;Makar,P.E.,M.S.
Product Control Section Supervisor
EINOA No.17-0925-04
piration Date: 10/27./20Z2
APprovaI Date:10119/2017
E-4 '
2 114-
2 318' C0A4PLjJE-- ,,,S Fur
2 3/8' 13116* FLORIDA BUILDING-CODE SIXTH EDITION(2077) (N.V.H.Z.) -050 AILUM- 09/11/99 SP
TESTED TO 73201, TA.702 AND rA-20,7 -
Sp
L tlA
01/16/14 SP
(D
DESIGN CPITERIA: 09/29/15 SP
HI 12LA—RJE:S 3- HAXII WIND LOADS TO BE CALCULATED AS PER ASCE 7-10' 07/14/17 sp
P2 NO RESC IN ALLOWABLE SIAMS WAS USED IN INC DESIGN Or THIS PRODUCT
4
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GENERAL NOTES:
--4, �[o - E 0
ALL ALWAMAI fXR?t=NS rO BE ALLOY 5053-76 OR COWL
ntiV r
7/26N-T 5/8- ?u STORM PANELS SHALL&C.
S/OtT•T 0, ,050 5052 H-J-- ALUMtNU14 OR EGLAL
10 71 SMOOTH OR EU60SSED HTN A NOMINAL MOTH OF 12 71-2- W u
THE STORM PANEL SHUTTER M4r$C L-tgrALLED VERTICALLY OR HoRiZopHALLY
Fj .095 ;pz
5 6 .093 Og IN ACCORDANCE TO TNF OET41LED SPEC91=477ONS HLREW. _n
M IL- PAWLS L44Y&C NOTCHED OR UFTEMED TO A Tr AN W$7RUCTON
fLAr BAR 2 AWN 1 e9z3" CGLIMMOCIA
RAT e� @ I - 2. 1 1, ANCHORAGE Or THE SHUTTER SYSTEM ID CONCRETE OR MASONRY SHALL CONSIST OF
VARIOUS ITP OF)r-TR4CK NOT SHOWN THE FOLLOWING OR EOUAL WZH AA/AWLM lt)?MAM L040 VALUES SHOWN
— 014"OK AAKt LOWISOLT ANCHOR(SLEEVED OR"ANCHOR)
1/2" ARM TENSILE f 190 MW. SHEAR t-570 I f18-M04 CUBED.RV C0ACRr7E` w 6
MIN, TENSILE 1200 MIN,SHEAR lZ;1O I t117-MIN.,
CUGEM... A-15—A. 9
114-AVO PAWL CALK-Mr ANCHOR(M4CHWE SCREW ANCHOR)$7774 114-20 BOLTS
"J 4" MIN. TENSILE 7870 NAV. Sff&4K 1730 71-0-NAI. CUBED,IN CONCRETE
towous DEGREE16
ANN. TENSILE 880 UM_SHEAR 1540 718-ANN. EMBED. 110 MASONRY
CORNER FAN VARAES
CI RETURN il— 114-PER-40-SEAL TAPPER BY RAW (WSONRr SCREWS WANGLAS HEAD 7?Ff$) (N w
.100 „, _ UH 111. TENSILE 160 2 -MIN. SHEAR 7960 I 112-MEN. EMBED. IN CONCRETE
MIN.7ENSIt 66 -MIN,SAEAR 1270 F 114-MIN.EMBED, W MASONRY
ZAMAC NA141AI BY RAWL C ZAMAC HAMMER
G`yr
MIN.'ZENSIL'980 -A(N. SHEAR 7400 U— EMBED. in CONCRETE
Too WN. TENSILE 7JO-AM%SMEAR lJZO- 1 114 ANN. CUBED.IN MASONRY
060 Aam. ANCHORAGE)ro WOOD CONSMUCTiON SMLL Be 114- STCC1.LAOS 09 LARGER
Tl At. MIN 11 MIN. THREAD PENETRATION, 114-20 BRASS WOOD BU-WNGS OR Li
'14_C,CO
2 114 PANEL MATES WITH I 7/8-,WV.TNREAD
MOCKING
REFER TO SNEM 5.6&7 Or 7 FOR ANCHOR SPACING AMD A&A0MUJ7 EM&C0mkW7S
it$WALL&C INE RESMAdMI&HY OF ME CONTRACTOR TO VIN”RX SOVAONCE$or THC Ll' LJ
7/8'1 3/3e' 3 7/32' 1 3/32' VARIES S?RUCrURC TO WIHSrAND THE`AODMORM ECVOS AMD INSURE PROPER ANCHORAGE.
CORNED PAMS"XNOIq/Y EACH PANEL 51"'t MR A PERMANENT(Aga OR SUMP SHOWING
SHUTTER recm. 111C NAIECA4 n DADE'COUNTY PRODUCT CONTROL APPROVED
WARNING TO OWNER OR rFAAArr LOCATED IN EACH HEADER OR ONE PANEL Or EACH OPENING; x
_R SIATWO "STORM PANELS mL NOT OFFER Hu"1c4NF-PhoTecnom UNLESS ALL REINFORCING
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01/16/14 SP
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01/06/06 sP
ANCHOR SPACING VS DESIGN PRESSURE UP TO 81.5 PSF- UP TO 91-4 PSF NOTES:
01Y16/14 sr
AND CONNECTION TYPE PO4RED CONCTM CONCREYEBLo K POMIocz+mm CONCRETE BI.0071
CQK-CRONTYPE CONIC"TYPE t'QNECI'p#TYPE CONECNONTYPE ANCHOR PANEL E.D. A B C D E A 8 C D 'E A B C D E A B C D E SPANS AND CC}A05 SHOWN Ifd THIS SCHEDULE
3' S t0 6 :13 3T6_: 70 7 t3 13.; .13. -7 5 9 11 3 p.•,E_, 9,,,: ti, ARE FOR DETERMINING ANCHOR SPACING ONLY.
ss°sPW4 2° 4 s s ; 13 • 13-. ,{a e s :..13-1, i9„ ,12,,; 6 A.:,.B• ,9 _ 12 ;.E_„ 3 B t0, FOR ALLOWABLE SPANS VS. DESIGN LOADS 's
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09/11/98 SP
WOOD APPLICATIONS UP TO 59,5 PSF• UP TO 7i.6 PSF UP TO 81.5 PSF UP TO 91.4 PSF 01/06/06 sp
CONNECTION TYPE CONNECTIONTYPE CONNECTION TYPE CONNECTION TYPE 01/16/14 sp
ANCHORTYFE DIA. AN vR �- 8 c O E A E c b E w s C D E A B C O E
7•; 4 ? 10 10._.9 :,.4_:..4..*, 6 i 7
BRASS WOOD BUSHING 19-20 "SPAN 11 & : 4 it : 1l 8 4 3 : 6 7 & : 3. t.3••.� .4•.�.•3 ,,7... i3 i- 3 - 0
i 'SPAN : 1 '
.;..
-84...._4...;.6......7-- •a---:.3..-1--3..,.d,....�................:........... .. .. .,
1"MIN.PENETRATION 7 `SPAN 8 : 3 3 4 3
i N'SPAn iB 13 : 8 : 13 : 13 15 : 13 : 6- _13,--: 13 14 9 6 : 13_ 3 12 6, (�0
: : ..3. 43WOOD LAGS12 8 5 ; $ '9 10 4 4„: 51'MINIMUM TREAD PENETRATION ;D : 4 : 3 : 6
4Ln
FHYV}FYYTF}F�}F�}F}}1-W I6 13 10 13 i3 16 i 13 8 13 13_ 16 14_.•.-7..i.13 i !3 i4_ 7 6•. 9 , 11 .
1111 1111 5.�tE'� S 'SPAN 13 13 14 7 6 9 10 12-•-5 r_5 _B -•5-- �1't ..4 _5....5..................3.
..........:....... .......5.._...�......:._....
WOOD LAGS i SPAN 14 7..7..,7..6...' 9 10 .•12 ; 4 5 _ 6 _ .4_. , _: 2--
.....
.._._..... . ., .. ... --...i....... - a
3"MIMIMUMTREADPENETRATION t2°SPAN 12 4 5 6 4 7
1� g
-,..12.,:_8,•� i3..�_13.. .1b_•,6, 7
:. .. �,
398` BG SPAN 16 13 8 [ 13 � 13 1e : B 7 10 i12 14..;..5 ,.',6..7 7,..i.6.....13 :_47 § p5 -;�4
WOOD LAGS
ZD'SEAN 16 A.... 7 ; 71 12 14 5 6 : 6 5 .. ••... _ .. ... ... : ..:.. V
4"MINIMUMTREAOPENETRATK]N 1 SPAN 13- ••6.•�.fi.,..8. ... ..J ... _.. ... .__ ... _.. ... ...... .. ... ... 8 W
t�I���4�}4t44�t}4 G8 SPAN 16 13 12 13 13 16 13 7 10 13 i 13 ,'la 13 9 13 i3 t6 9 B 12 13
T1tG 85 SPAN13•• 16 •6 ..:-..1,.-.8, :._.7.. ..14 .7..6..7..6.. .6 ..,.Q'-- (J)...... -.. - .. .- LID
WOOD LAGS 1 'SPAN 16•; 9 .�.8--...12..7.13.. ..15,.ld 5 7.•__�•• 8 _ .. ....... ..
]'MINIM UM TREAD PENETRATION 1 SPAN 15 5
sa SPAN .16..-'.13 : e : 13 : 13 15 13 : 6 : 73 13_ 14 8 6 13 13 72 6 „5.,
�123'SPAN
SPAN 14 : 11 6 i3 : i3 12 6 5 8 8 10 4 49-- 3- 4 _-_ 3-_ u1 TtA'FICOPANEL MATES sPAN 12 65 'BL310 ? 74 `'' 4 � ..........,_ _ .. _.1716"MIN.THREAD PENETRATION 1D 4 3 6 = 4
i 13 t 13 15 13 B .. ?3 14 9 6 t 13 13 12 B_ 6 8 0
�•F�.SXF}f�fX}�•}Z}�1�" 114, SG'SPAN 13 : 13 12 6 5...'..............
6 . -9 10 ..,4 . ..4.. 5. .4.. ..9. ..3...-.4.. .;{._ ..3. .
1/4`ELCD PANEL MATES 1 SPAN 12 7-S._ .. . ..8- .yQ. ..4. �.. .. ..5..-F-4- .. .. - ...............
1TS'MIN.THREA9PENETRATION 123 SPAN .10 4 3 5 4 - - -
vERiOUsHEADTYP=3 SPAN ,18 13•-�,-8.- •13,• ,13•• -55 : 13 6 : 13 13 •1A-♦•9. •.6. : t3 : 13- •12'.4_5 :,S_!.-.8 s-•9_
1..
ttctt� tllilt SB SPAN 14 11 6 13 13 72 6 5 8 9 1D_.,..
4 6 a 9 3 7 4.- ,4•_,:..3,.
1/4"MASONRY SCREWS 7I4” 10 SPAN 12, : 6 : S ,6.•,c__g._..-1fl..;,.4_ 4 5..__4 _ .. ... .. .. y i..
.............. ..,.. .._
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1715"MIN.THREAD PENETRATIoN SPAN 10 4 3 5
- -- - -NOTES: - - - - - - - -- - -- --- Cli
G00
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SPANS AND LOADS SHOWN 1 THIS,SC14EDULE
ARE FOR DETERMINING ANC OR SPACING ONLY.
FOR ALLOWABLE SPANS VS. DESIGN LOADS
EFET-0-SHEET-4---
ani
.
- - - - .RR TO54EET A,
ani
WHEN ANWORING'TO WOOD, THE WOOD MUST BE - -
A MINIMUM 2 X 4 EOUAL TO 12 SOUTHERN PINE @
0.55 SPECIFIC GRAVITY W N
'- - -- --""- `- AND STRUCTURALLY-PART-OF-THE FRAMING STRUCTURE - _ _ _ _,._ _____ .___ _ _ -_._ _ PROZ)37C'C RELdkth, t,
OR SUCURELY ATTACHED TO FRA tNG STRUCTURE --• --- - -- --__ ___ U21v ,"iileUn Flo'; _-
s o
SHADED ARW REPRESENT ANCHO 7 CONDITIONS THAT :rmr.N? 0¢ /
ARE NOT ACCEPTABLE
iT SHALL B£ THE RESPONS7610TY OF THE :Kt CopkcT os H N
CONTRACTOR TO VERIFY THE SOU DRESS OF Mimsi va . jj
7HE STRUCTURE TO WTH STANO £ADDITIONAL S J c{„a sa00T ,
40ADS AMC 114SURE PROPER ANG ORALE.
SHUTTER SYSTEM AMY BE INTSALL INTO WOOD, ROBERTS. MONSOUR. PEj q i
CONCRETE OR MASONRY. �B_� Eu.Q24 1 I
EB EM.GIREE60 HC. 7
7728797860 1 p.2
Jan 11 18 03:1510 First Choice Plumbing
1f i
ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEP ED
Date: 1/1112018 Permit umber:
'
Building Permit Applitat n
t
Planning and Devejopment Services
Building and Code Regulation Division
2300 Virginia AvenLe,Fort Pierce FL 34982
Phone:(772)462 1553 Fax:(772)462-1578 Commercial Residential x
PERMIT APPLICATION FOR: Plumbing
A f
PROPOSED IM ROVEMENT LOCATION:
Address:,3524 Red tailed Hawk Dr PSL, FL 34952
�Legal Description: anldess Neater Installation
Property Tax ID#: I Lot No_
SitePian Name: Block No.
Project NarMrie:
Setbacks Front Back: Right Side: Left Side
DETAILED DESCIPTION OF WORK:
Install Ternpra 12 tankless heater.
I
pra 12 nkl,
C
CONSTRUCTION INFORMATION:
AdclitionalworKtorfl_pertormed under this permit–cheCK an tnat
appy:
F1HVAC —GasTank ❑Gas Piping F_Shutters '�Finclows/Doors
DElectric Plumbing OSprinklers FIGenerator L^J Roof I Roof pitch
Total Sq.Ft of Constr c t*"0 Sq.Ft.of First Floor: 11
Cost of Construction:$ 800-00 Utilities:n Sewer 5 e t1 C Bdildin&Height:
ctil
$i
OWNER/LESSEE: CONTRACTOR:
NameBernp'rd Del]'Aquilal Name: Joe Duran
Address.•3524 Red Tailed Hawk Dr Company: First Cho*Plumbing!SoiuNons
City: Port Saint Lucie I State:FL Address: 1687 SW S+ih Mace�o E31vd
Zip Code: 34952 Fax: City: Part Saint Lucie { State:FL
Phone No.(561)319-504 Zip Code: 34984 Fax: (772)879-7860
E-Mail:bameyhawk@cpmcar.t.net Phone No. (772)879-1V'14 1
Fill in fee simple Title Holder on next page(if different E-Mail: firstchoiceplutingsolu�9*6s@gmaii.com
from the Owner liste� above) State or County Lice e:
If value of construction $25GO or more,a RECORDED Notice of Commencement is requit,.,,.d,
Jan 11 1.8 03:15p First Choice Plumbing
7728797860 j P.3
r 4
SUPPLEMEN AL CONSTRUCTION LIEN LAW INFORMATION.:
11 I
DESiGNERjEN (NEER: Not Applicable MORTGAGE COI 0ANY.- Not Applicable
i Name:Bernard del."Agyila Na1s: 3
me•Joeouran
Address:3524RedT4ledHawkOrPS_,FL34952 Addres524RedTaedHawkor
i City: ?.,t salt State: City: OartSaint Lucia I State:
i Zip: I Phone Zip: hone:
is I
FEE SiMPLE TITLE HOLDER: Not Applicable BONDING COM 'NY: , Not Applicable
Name. Name:
Address:1687Sw^ ihAiaced.Blvd Address:
City: I City:
Zip: I Phone: Zip: Bone:
OWNER/CONTRACTOR AFFIDViT:Application is hereby made to obtain a permfl to do thel work and installation as indicated.
I certify that no wor or installation has commenced prior to the issuance of a permit:
St.Lucie County mak s no representation that is granting a permit will authorize the pe pit holder;to build the subject structure
which is in conflict Wvi h any applicable Home Owners Association rules,bylaws or and c enants thatmayirestrict or prohibit such
structure.Please con ult with your Home owners Association and review your deed for n restrictions which may apply.
E In consideration of th granting of this requested permit,i do hereby agree that I will,in all respecit's,perform the work
in accordance with th approved plans,the Florida Building Codes and St.Lucie County;mendmeiiis.
Ij The following buildin permit applications are exempt from undergoing a full concurrenreview:dram additions,
accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory L es to another non-residential use
WARNING TO OWNER:Your failure to Record a Notice of Commencement m y result,i'i your,paying twice for
improvements to our property.A Notice of Commencement must be rec rded and posted on the jobsite
before the first ins ection, if you intend to obtain financing, consult with i nder or,;an attorney before
commen cording our Notice of Commencement lE;.
I � i
Signatur ; f wner essee ontractorasAgentforOwner 5ignat eo C tra ens-6Holder� �
ST OF F GRIDJr
STATE LORID CO NTY O COUNTY OF
i
Theforg i"trumeentwa acknowledged hefore me The for oing instrum t was;ackiowledge efore me
this day of "U�20 t a by thi� day of (- 20f by
Name of per' along statement Name of p aking'statement
Personally Known OR Produced Identification Personally Known I OR P"rbduced�Identification
Type of Identification Type of Identification l
Produced Produced
h
4a. i
(Signature of Notary ublic State (Signature of Notary P fic—Stat'
I,. C
Contmissiori Na. eeL�14YLEELAhiGFd mission No. ��MnrssroulVGFORD
� �'' 1PSSIOYkGfy { ,.;y 0, OG20372
P I 12 2020
��I2,202
i 1
REVIEWS FR Q NT ZONING SUPERVISOR PIANS VEGETATI N SEA TURTLE MANGROVE
COU TER REVIEW REVIEW REVIEW REVIEW i REVIEW, REVIEW
DATE
RECEIVED I ;
i
DATE
COMPLETED
Rev.8/2/1:7
1
i
i
77287978,60 I, P.5
Jan 11 1803:15P First Choice Plumbing
'STIEBEL ELTRORN
E.
t z L
Si,mp',,Iy the Best
Tempra Series TankLess ELectric Water Heateri,01.,
For whole hous e or multiple point-of-use
7F-eatures
) Dri-demand,continuous and unlimited 1, 99%efficiency
supply of hut waterl ) Cold water only line needed to
) High limit switch with manual reset be run to lavatory
3. All models equipped with exclusive ) Seismic proof construction
Electronic Temperature Control that ) Tankless design prevents 11111
ensures steady output temperature even Legionella bacteria growth
with varying flow rates > No standby heat loss with V
I, Exclusive design prevents dry firing tankless design
i, Electronic switch activated for virtually > Easy installation 3W NPT
silent operationconnections
) 7 year leakage/3 year parts warranty > No T&P relief valve needed
) Copper sheathed heating element housed (Check local code} YEAR
in copper cylinder
ModeL Speccations
in kW X 6.831 At)
Model kW Amps Circuit
Voltage Phase Wire Temperatureffise*F(Sp
i ; Breaker Size
5
11.5gpn%,'��-��,2.25gljpm 2.Ogpm 4.5gpm
Tempral 12112 Plus 240 V single 12 so so 6 AWI5 11 54 364 27
208 V single or unbalanced 3-phase 9 44 50 6 AWG 41 27' 20
Tempral 15115 Plus 24.0 V single 14.4 2 x 30 2X30 10 AWG 65 43' 33 E
268 V single or unbalanced 3-phase 10.8 2 x 26 2x30 10 AWG i49 331 25
Ji
Temprao 20120 Plus 24�V single 19.2 2 x 4 2 x 40 8 AWG 88 581 44 29
20B V single or unbalanced 3-phase 14.4 2x35 2 x 35 8 AWG 65 43� 33 22
ib
Tempra®24/24 Plus 240 V single 24 2 x 50 2 x 50 6 AWG i 92 73: 54 37
209 V single or unbalanced 3-phase 18 2 x 44 2 x 50 6 AWG 132 4 54, 41 27
Tempraw 29/29 Plus 240 V single 28.8 3 x 40 3 x 40 a AWG 92 87� 66 44 .5
208 V single or balanced 3-phase 21.6 3 x 35 3 x 35 8 AWG f 92 661 49 33
i TempraO 36136 Plus 24d V single 36 3 x 50 3x50 6 AWG 92 92 j 82 55
208V single or balanced 3-phase 27 3x44 3 x 50 6 AWG 92 82 61 41
S
TempraO Model 12 111 Plus 15135 Plus 20/20 Plus 24 124 P s 29 J 29 Plus 36136 Plus
Part number 223420/224196 2234211 224197 223422/224198 223424 t 24199 232885 1223425 232886 1223426
Weight(lbs!kg) 13.5 161 16.117.3 16.1)7.3 16.1173 19.0 18.6 19.018.6
Min.flow to activate(Spm Iimin) 0.37 11.4 a.50 11.9 0.5011.9 0.5011.9 i0.77 2.9 0.771 2.9
Operating Pressure i Min.30 psi,Max.1501 si,
Dimensions(in./cm) WIDTH 165/6'742.0 CM X HEIGHT 141/036.9 cj i i DEPTH 45/1"711.7 cm
Cover Material and Color I Gray Metal
17 West St.,W.Hatfield,MA 01089:800.582.8423 413.247.3380 fax 413.247.3369 Info@ stieb!]Tel tran-usa xont WWw.stiebel-elfmn-usaxont
7728797860 I P.6
Jan 11 18 03:16P First Choice Plumbing
FLow Rate
II Temperature Rise vs. Flow Rate at 240 V and 27-
80
} � •�� `� � i � ' '� � � - ICS ..; .�{TJ
70
T
160 ; .
4 0
7, -
30
mpra'24
Tempra'20
Iamora`15
:12
0
0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 6.0 6 5i 7.0 i;5 8-0;
B
Temperature Rise vs.Flow Rate at 240 V
90
70
f;o
t a
'a L,
10
7;
a
0.5 1.0 1,5 2.0 2'5 M 1.5 4.0 14.5 5.0 5.5 6.0 6.5 7.0 .5 8.0
f
Temperature Rise vs.Flow Ra-ze at
9.5
a J
•
50
ER
III
4C
30
20 L
-rempra,:24
Tempra 20
1-4
0
0.5 1.0 -.5 2.0 2.5 3,3 3.5 4.0 4.5 5.0 5-5 I6.0 6.5 8.0
Hatfield.MA 01098'300.592.8423 1413.247-3380 fax413.247.3369 inOOS
-i 17 West$t.. ftie at-eltran-usa.com wwwsfiebel-attron-usaxarn
7728797860 p3
Jan 11 18 03:16p First Choice Plumbing I ; !
1 r
4 V.(117)
l I Ei
CO
I Intertek
Certified to ANSUUL Std.499
Conforms to CAN/CSR E335-1 &E335-2-35
;ISO 9001
ICE ItTIFIED
t
' I
4
.ii5p Y tpp
.L' I �FRwoc t�SA
I Tested and certified
(220J ; by WQA against N5Ff
ANSI 372 for lead free
4(1Q2i i 16 9;:(420) i j compliance,
E
> Temprae tankiess electric water heaters are suitable for whole house or multiple pains-of-use ap IfcaSons. I > TIempraO#ankles electric
I
ater heaters are suitable
for booster applications,
l accepting a maximum
incoming water temperature
!« of 131°F/55°C.
s
i
Specifications
The tank(ess electric water heater shall be equipped with several copper sheathed heatingements housed in copper cylinders.The c
number of heating elements shall be three in the case of the 12 kW unit,four in the case of a 14.4 k&and 19!2 kW units,six in the r
case of the 24 kW.and 21,8.8 kW units and nine in the case of the 36 kW unit.Each copper cyli der that houses heating elements shall E
be equipped with a dedicated single pole bimetal type high limit that is attached to the'top a;me of thlellcylinder.These safety high
limit switches shall have a manual reset that interrupts power at 185°F The heating elemen `shall becontrolledby a number of triacs
(power transistors)that are soldered into the circuit board and cooled by the incoming'cold ater.Thel unit shall be equipped with a
flow sensor,.with a miniaturized turbine that feeds the water flow rate information into the in circuit board.The output temperature E
shall be adjustable between 86°F and 144°F via a knob that is positioned on the front cover. fie water connections shall be designed
for std'NPT flex hose connectors:The housing shall be made of a powder coat painted steel a d the front cover�shall be hinged on the
I left side of the housing,TempraO Plus models shall be equipped with Advanced Flow Control to automatically adjust the flow of water
to ensure a constant ou iput temperature,even if demand exceeds capacity.The unit shall co form to 451 ANSf/l1L Std.499 and be
certified to CANlCSA E335-1&E335-2-35. b
EngineeriArchitect_ -_ -.-- --_- ---- ...._.- .- -- --..__ ._..._...._..._.___. ..-- .-- .-- _ Date..
i O
i Job Name)Customer .._. _ _._ __ _._ .. Location
Contractor..-. ._ Representor e.._ ---- ----
Qty kVM Voltage Amps
Temprar°model.
I
I
I STIEBE6 ELTRON 17 west St., .Hatfield.MA 01088 600.582,8423 413.247.3380 W413.247.3369 infoOstieb l-eltron-usa.cocn www.stiebel-eltron-usa.com
I
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