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DATE FILED: t D . � I PERMIT# 'V
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PLANNING & DEVELOPMENT SERVICES
BUILDING&CODE REGULATION DIVISION
- 2300 VIRGINIA AVENUE
vin,
FORT PIERCE,FL 34982-5652
r 14 � (772)462-155
APPLICATION FOR BUILDING
AEVISION
PROJECT INFORMATION
LOCATION%SITE
ADDRESS:
�L4 2�60re wdS X)C -*-A- -W \2025--U09
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
0 (1� -qD 1�Y`llrlfYlC.l �Yl.�--hPi�.
AR-Yfni %S 1---�Ck � V�-Qr 2 OCC Y- 1 nS
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE CO CERT.
BUSINESS NAME: -y- Snt �
QUALIFIERS NAME: M i Ir'1C�1P� \SSPYI t rC�
ADDRESS:
CITY: fir+ 1 .k C STATE:_ y::j- ZIP: -;5qGS�
PHONE(DAYTIME): --n7,� I • icl n- FAX: `41-17-q'71 0990
(OWNE "
UILDER INFORMATION:
NAME: ' riOIG k�eaC \V + +S LLC
ADDRESS:,21u
CITY: psL- STATE: Yt_. ZIP:
PHONE(DAYTIME:-7-12.-LP-',-2>I- torn FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE(DAYTIME): FAX:
SLCCC: 9/23/09 � �
Revised 06/30/17 'cOg
45� '
�+.�, }��ttOCT 08 2018
Ee9 +ilY�tCl
D�Part6"i ent
St. �.0Cour���, ter
1/4/20'18 Florida Building Code Online
ht
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Code Version2017 L# 8523
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FL# TvoeManufacturer Validated By Status 1
FL8523-R6 Revision American Shutter Systems Association,Inc. John Henry Kampmann Jr. Approved
History Category: Shutters (941)922-3854
Subcategory: Bahama
"Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section
455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have
one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal
address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,
please click here.
Product Approval Accepts:
Fall
Credttlyd
REVISIONy
is tj L yt'n s�?. "�r- ST.LUCIE COUNTY
r r i j ` BUILDING DIVISION
[k fyl �� REVIEWED
FOR CO CE
REVIEWED BY
DATE
PLANS AND PERM T
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
https:/Moridabuilding.org/pr/pr�_app_lst.aspx 1/1
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1.-BERTHA HV. BAHAMA<'SHUTTER".SHOWN..C1N'THIS•PRODUCT EVALUATION'DOCUMENT (FE,D.) HAS`-8EEN ;B:32'MkNIMUIq,EMBEOAtEhT,OE,PAiJEL1itATE,'INSERTS tN74;_CONCRETE'OR CONCRETEJeLOCk,
±ERIFIEO"FOR COMPLMCE•IN'.AGCORDANGE WITH'THE 2UT7 (6tt EDITIDN):`OF'.T€�iE,FLORIDA SUiLDING"CODE;, SHAtT 9E 1' 6/8," FOt�'GONCREIE ANO 1 .a" FOR SL6dk,' RESPECikLY T d"o
THIS SANAMA':SHUTTER':SHAI L'N,OT BE INSTALLED-A7 HrGH VELOCITY ifUft$ICANE ZONES (MIADAI DARE/ S S: TRUSS iitAD MACHINtE SCREW:USED SHALL BE.i. i/4'.LONG•SHOULD STUCCO:
BROWARt)COUNTY} EXIST; AND i MINIMUId',FOR V.ALCS 5VlTH'NO STUCCO,
DESIGN,WIND k0ADS SHALL BE DETERMIN9EQ:AS PER SECTION' T6O9 Of-,THE A8OVE'.MENIJONED CODE,
:FOR'A',BASIC VND SPEED'AS.REQUIRED 9Y.`:TtiE JUR€SD€CTION;WHERE;THESEYSHUTTERS.W€LE RE INSTALLED B'4 IN-CAk ik -PRF-'MI;`-STONE OR PREC�5C'GONCRE.T PANELS;`.BE FOUND ON'TH
FOR"A,._DiRECTIONAUTY:FACTOR Kd:-085 i,USNG ASCE;T 1.O AIJD SHALL'NOT E7iCEED''TIiE E%kS11NG'4YALL. ANCHORS s4LUBE LONG'-EN-OUG' TO RE11CH?THE MAIN STRUCTURE:.
-vAXiMUC (h.SD.) DESIGN: 'PRESSURE RATINGS INDICA7ED,'ON NOTE 2 844ItdD'SUCH PANIELS:+l+hiCHORAGE'SHALL:BE;AS•tNDECATED;;ON.NOTES 9<1',;B:2 AND
ltd.ORDER,TO.VERIFY THE ABOVE CONDITION ULTIMATE DE5lGN,4fIND LOADS DEIERMItdED f?ER,°ASCE
SHALL BE FIRST>2EDUCEO TO A S:D. DE51GN WIND LOADS BY MULTIPLYIF[G,THEM','BY 0 O W,ORDEIR TO
(O„COMPARE THESE W/MAX (A S:D}DESGN PRESSURE`RATING!;., NCATED'ON NOTE 2, tG) FNCNORS;SHALL 6,E INSTALL ED�FOLLOWINiG,A:.L,Of THE:RECOMMENDATIONS AItO
5PECtF1CATi0N5 OF T'HE'A.NCHOt2 S AlAtJUFACTURER.;
IN ORDER TO VERIFY THAT ANCHORS ON,THIS.P,E_D .AS TESTE(3; WERE N97 gVERSTR£SSED'A 337VANCREASE
.: .,.
IN ALLOWABLE;;STRESS-FOR WINOJOAD8;WAS''NOT USED,IN THFJ `AN'A'LYSIS.,HOW VER FOK.CONNECTIONS: S. EACH;Sika TE,R,SHAl:1 -,"it A LEGIBLE AND”REA6.1 Y VISIBLE-.MARKING INSTRUCTING 01'tNER,OR
INT*j,WOOD A�'AXO-WIND,.LOA'60PAMON FACTOR_WAS OSED'TO CALCULATE SCREWS SPA.,CINGS ; ;
NASv"f f •,SEC.URE,sf k{1.TTER 4YIT I,ukLL BRACKETS ObRING:•F'EFti 13S OVHURRlCANf VARNlfQG5t-
`BERTHA 1:V; BAY AMA•swblER S AOEQUAQY'.FOR';AMI AND,CyCUC RES krANCE:HA�s BEEN`l?EPiFiED IN ACCORDFdiCE'YaITH'SECTION'1&09.1 2:OF:'THE.:A80VE A+ENTIONEO COt)E•AS'i'ER-ATL.REPOf2T5.� 9 k3'':SHALL BE:THE RESPONSIBIL€TY.OF THE.CONTRACTOR 9"0 VERIFY'THE SOUNDNESS OF THE:
05,1,0.01—Q6,ANP Ofi21:Q.1,-07 AS-;,PI R,,ASTM E; 1888;fly„ASTM'E•1996=05_,AN 0,ASTM E==330 STRucTURE",1YHERE:SHUTTER;.'IS 30•:BE;'ATTACHED`TO'INSORE PROPER:ANCHORAGE;COO :CTOR.
STANDARDS,:>QUfiLIf1ED;',FOR,WINI1 :z{3NI MISSIk,E'TYf?£ D,,'BASIC PROV, QN,DNLY.. T0''SE?tL/CAUGI<.ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN GONTINUOUS CONTACT i1!1IH
SEE MAXIMUDA ASD. bESIGN PRESSURE RATINGS'di MAXkh1t1�A%SHUTTER OlMENS[ONS ON 5CIiET7UCE
TEkE>BUiLOiNG TO PREVENT WIND/RAIN INTRUSION
OA!'SCHEDULE ON:SHEET 7.
t0 B£HTIA HV E3AHAMA'SKUTTER S,iiiSTALtATCON SHALL CO�4PLY vtITH SPECS IND€CATED IN.TEAS:.
3 ;AL:L,ALUMINUM EYTRUSkONS;SHALL BE;A U!,AINUti•;ASSO_AiitiN EMPER•W€TH. Fy, ORAWiNG�,PLOS fNY\.BCIIkI�!:dG.ANO::;ZON€NG:CiEGUi%kflt)I1S•.PROV]C3ED BY<THE JtkRiSOlCTI04J.:4aHER£
K25 d ics� I flNl€nUsa,,{t3Nk rSS O7HERv9SE.:fl10TED) PERKli7:ts APPLIED;TO;
'1. ALL SCREWS JO BE STAINLLSS STEEL f,304 OR 3)6,:4151 SERIES W1TH,:,50 k0i HELD POINT:At3D Al. SHl1TTER•',S„MAIZUFACTUftER LABEL:SHALL BE OCA D O A-'READILY`V€SIBLE LOCAEtOtS AT
90;kist'.TENSILE STRENGTH ANA SHALL COMPLY 5'7/'FLORIDA'BUiIDII fiADE SEC?ION 2&17:33:4. EXPTTEO'SURFA OFti HE'BAFCAMA'FRAR�E:G .` OR E'.Ihi ACCOROAt10E YU€iH SEGTi()N
5 ;S01T5 TO.BE A(Si`304 SERIES STAINLESS STEEL::Wk,35,ksi MINIMUM,YIELD STRENGTH: 1749:9;3 OF•FLORI0A,.6,UiL,DING._..CaDE ONE;kABEL..S,HAL1.8E P,IACED;FOR:;EVERY'dpENING:.
B,ALL,.ALUMINUM POP. RIVETS 6.v BF 5052.:;AL1yINUM ALLOY WITH ALUMINUM MANDREL.,
LABELING TO-:COk:IPLY'tiYt7H 3>CTIDN t709s9.2 OF'THE:FLORIDA 6UIL01NG'CODE:
7 ANICHORS.TO'WALL:,SEiALL.BE:;'AS'EOLLOWS:,{UNILESS"OTHERWISE'NQTED) i2 j9):.THIS PRODUCT'EVALUAT10N DOCUMENT (P1 Dj PREPARED 8Y THIS':£NGINEER_1S GENERIC
AMII DOES NflT'PROVIgE 1NFORI�ATION FOR A`S[TE.SPFCiF€C PROJECT,>t. a. WHMV,' HE'
{A TO EXISTING VOOD"s NJTS SOUTHERN,PINE Na 2 0-0.,55SITE CiSND' IDNN,S. QEIIATE FRL1M THE P:E D>:.
1/4"9`TAPCON ANCHORS AS,MANUFACTURED'8Y I.T.W. BUILD1DC INC
7/16. ':PA(tELt ATE•INSERTS_AS �±Qt3UF4CTUREO BY Ebt CONSTRUCTION PRODiJCT& :(b) CONTRACTOR"TO'6E.RESPONSIBLE".FOR TH,E.SELECTION; PURCHASE`AND kNSTALLATIOtd'
INCLUDING UFk,SAf'& OF THIS PRODUCT,,BASED ON THIS'PRODUCT EVALUATION:
NOTES:• DOCUMENI3`PROVIDED HE%SHE 0O�'S NOT DEVIATE SROM'THE"•CONDITIONS•DETAILED 01V
A.1-) MINIMUM THREADED PENETRATION OF'TAPCON A14CHORS INTO'WOOD SHALL;BE i s/2.•".. THIS-DOCIfMENT.;GOYS?€il1R7lON`SA J1'A3:SkiE tS THE CONTRACTORS €''>,EsP i4 8iLitY,.
A:2) 0IMUC1 THREADEO PENETRATION OF PANELMATE INSERT INTO WORD SHALL 8E 1 5/8
(c) NIS"OR UCT''E�/,MATtON;DOG�IMFadA-:i+llLk 8E GOId5l0£RE£? INVAIkO, IF ALTERED'BY•AI It
A.3) IN CASE.-THAT,-PRECAST'
THAT:PRECAST.STONE OR';PRECAST•CONCRETE:PANELS BE FOUND'ON:THE'E(ISTING, MEANS::
WALL;,'ANvCHORS SHALL,LIE LONG;ENOUG?k:TO;REACH-TH i�';AIN''.STRl qugE;BEHIND SUCH"
FANiELS ,ANCHORAGE SFALI BE--AS`.INDICATED;,ON'NOTES'A 1.ANka A2). {d) S€TE;SPECIF,C PROJECTS•SHF11L BE,PREPARED 8Y A FLOkIDA REG€STEREO.ENGINEER;AOR.
,,ARCHITECT WHICIk=.WILL BECOME THE'ENGINEER"OF RECORD (Eb'R) FOR•,.THE'PROJECT Arab
{8} TO EX€STING POURED.,'MIN f ca3T92 psk.:CONCRETE Oii CONCRETE ASTM C=50' BI OCK UNITSi WHO'WILL BE RESPONSIBLE FOR THE'PF:c OPER USE,OF THE QED: ENGINEER OF REGARD,
1/4"4 TAPCON ANCHORS AS MANUFACTUREO'SY;,1TW BUILDER INC:,
ACTDNG AS A:DELEGATED`ENGINEER.TO:THE P:E;D. EIJGNE£R ,SHALL SUBMIT`TO,THIS
LATH
— T/4"9x3/4 ALL+.POINTS•SOLid SET-,M HORS,AS DISTRIBUTED B",ALL POINTS SCREW;
SPECIALTY COMPANY r) ORIG NAL P E Q SHflLLSPF�i BEAt;T9kE O�S[E ANI RI6INAL.Skk AND SIGNATURE.OF11,
lf4"�kl 7/,1P''P!AN)ECM{)E,1kSER'F5''AS 2a30lpFA4TURED £3Y Ek4O'',sASh00"SYSFEM .LLC.
� {� ' t�ROFESSIONA ,ENGlmEER:OF RECORD THAT
1'V� PREPARED•Ii i
THIS;URAVl
1VtYIG SiAU ONLY BE`,USED TOS.
8.1) Mll(IMUM EMBEDMENT OF TAPCON'ANCHORS'IN70 Podkb CONCRETE SHALL BE 7"3/4 OR ' ~ � ', i. osrwll€'EI?4r€5,1 TNE'STATE or' FLS?t DA.
CONCRETE HOUOW BLOCK SHALL?RE t ij4^ z
B.2 :hINIR UM EM8EDk9ENT:0E t- 4;"0x3'4;-,ALL POINTS SOLID-SET.ANCHORS%INTO PAURFO i adr 'lU T' s FL IDA E)UIL I3li tG COC1l (11an.El gh Yelcciiy Hvrricgsie Zono)'
CON RETE SHALL 8E 7 8 F INTq CONCRETE HOLLgiY BLOCkf SHALL 86 :3 t[RELY
£L'e€DIIED :. STATS tF ' �, ASSA/ BERTHA H V eAHAMA SIttJTTER Ar
1!0`:£MBEOME1va INTO STUCCO SH BE PERMITTED= `tj4 4 20;5 S NACtkNE,;SCREW.USED:S r' ai)zsfir
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