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HomeMy WebLinkAboutProduct Approval Business ` Professional Regulation I RECEIVE f BCIS Home Log In User Registration Hot Topics - Submit Su charge Stats&Facts Publications FBC tett BC(S Si[e Map Links Search JUN 0 7 2018 ba 4 r j1e Product Approval a USER:public User ST. Lucie County, Permitting Praduct Aooroval Menu>P:-odua or ADDhCation Search>Aoohcation List>Application Detail FL# FL11964-R4 ry+.•:.a,. .w_ . Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmeta1.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category fShuttersSubcategory els Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr Evaluation Report Florida license PE-44167 Quality Assurance Entity National Accreditation and Management Institute 0 Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 1Z Validation Checklist-Hardcopy Received Uj Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF J FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) StandardtZ Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products c Model,Number or Name Description Y 964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number 17- to provide hurricane protection. 097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large missile.Max.span is 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT PDF pressures. Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY. INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING installation drawings for other spans and pressures. 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED employer.Coovriaht 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: MIM Credit Card Safe GENERAL NOTES: 1 STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPU14NCL IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI-DADF/ BROWARD COUNTIES). B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE,ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1608 OF THE ABOVE MENTIONED CODE, 8.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDFD INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85, USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FRC AND SHALL 1/4"e-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 8 THRU 17. WITH NO STUCCO. B..T) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/ MAX, (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7. 9 THRU 17. IN 8.1)& 8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14& 15. ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOL USED IN THEIR ANALYSIS. A DURATION FACTOR CO-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USFD FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADFOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0321.01-05, M 0812.01-05 AND p MANUFACTURER. 0119.01-06, PER ASTM E 1886-02. E 1996-02 AND ASTM E-330 STANDARDS, OUALIFIFD FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE (BASPROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 8.2.1.1 AND 6..2.1.2 IC ASTM E 1996-02. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 C 2. All ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-N34 ALLOY. (SHEET 4 THRU 8) EXCEPT THAT HEAOFRS 2, 3. 3A& 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS or THE STRUCTURE WHERE SHUTTER IS 3. ALL ALUMINUM EXTRUSIONS ALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPFR ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS STHDOFD PLATE AND SNAP CAP ARE PATENT PENDING. WOOD FRAMF. BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 kei TENSILE STRENGTH &SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAVI K AND SEAL SHUTTFR TRACKS ALL AROUND FULL SECTION 7411 3.3.4. LENGTH, 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AST 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (c) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC E ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. PRODUCT, BASED ON THIS P.E.O. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDER. DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBII TTY. -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4'0 X 3/4'SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL AA) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. 7APCONS IS 1 3/4"; FOR FLCO BECOME THE ENGINEER OF RECORD (F.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO TVAS IS 2'. USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHAl.1 RF PERMITTFD. -1WA4-0 LLS 20 SNR SS USEDCCO SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND I' MINIMUM FOR (e) THIS THAT PREP. SHALLRED .BEAR THE DATF AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE ACCORDANCE WITH SFCTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A2)ABOVE. OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WALL. -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -i/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/BUILDEX. "111101 , -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. .01c9 A. THIS DRAWING SHALL ONLY BE USED TO -1/4'0 z 3/4"SOLID SFT ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPFCIALTY COMPANY )+'�`� .'TI�� TQC ENSU,l9 OBTAIN PERMITS /N THE STATE OF FLORIDA 1 41 NO.44167 *: _ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) * jk mPPn rn FECO,AC 0.050" BERTHA ALUMINUM STORM PANEL L.c. STATE OF �� (2.00" DEEP) n em BY EASTERN METAL SUPPLY, INC °'�`"' 1L EC IMe. are: .POB WESTAOM1f TILLIT T ESTING& ENGINEERING COMPANY IYc"5r PALM BEACH,CH,FF L 311G7 161n.A.lw..b1,MICxw GMO[lq R.1]�Y PHONE (3B I)P°9-BPB.1.FAX (.M I)a1i-1718 17-097 Pwm.(wN7FR_e)a Fa.:L.�XI)1-1,1) OBAINM:No OOOfi719 WNTER A.TY Jt.,P.E. FLORIDA LIT.14107 SHEET 1 OF IT 14.10,'(TOTAL W107H)- 8.151"(TOTAL WIDTH)- �- _;000-(EFFECTIVE WIDTH) � y6,000(£FEECTIVE W107N1 f^� 1.070" 17_0 I f -{ 1.070'-- - 1.070"+-i h^-4.880"-- �-{ 1 770" I �Q@AS APkC.Ief I MAXIMUJ/ ASD DESIGN PRFSSURE RATING (y�j)� nra) I I Y p.8pp• (1w.J 1 I . too APPLX.16[Er", i o i � 25 /t .0. 0' N PANELS RETAINED AT BOTH PANELS RETAMD AT LEAST 2.020'- - 2.020'- o -2.020"- ENDS NTH TRACKS LV ONE OF THEIR ENDS FULL PANEL Wf HEMMED EDGES HALF PANEL WZ HEMMED EDGES ®®me9®@® iym TRACIcs OR DLUCT MOUNTED# ®®& OR m* 4A,YIMUM s0 DeM 14.375'(TOTAL WIN) -_._. - .1 -8.425"(TOTAL WIDTH)---.. ASO.OESICN ue,.PANEL LENGTH A.5.0 eF56N MP..PANE(LGNcrH h --12.000'(EFFECTIVE WIDTH) --- PRESSURE RARNG L(1r.) PRESSLOW wNG 7 n7O'--.-+ 1.170' -j6.000(fFFfCTVr WIDTH) (P..1) (PSLJ r-..l 1 070"- t-- 1.070" 4.880"--1 .170" +JQO, -30.0 IJ'-0' +30.0, -30.0 /3'-0' RYPJ ' i�I.O50"(IYP)_-1 � '01®w$APPLK.IBLCi. � I GLOSD'mP) 1 1350. -55.0 I?'-8' +35.0, -35.0 12•-0" p N h +4o.o, •40.0 12'-4» +40.0, -40.0 rr,_J• 2. 20" ------7 +45.0, -45. 12'-0 +45.0, -45.0 f0'-O' 2.020" OPTIONAL FULL PANEL W/0 HEMMEO EDGGES OPTIONAL HALF PANEL Wf0 HEMMED EDGES +50.0, -5p.0 „'_p• +50.0. -500 9_0 Ql STORM PANEL +550, -55.0 10'-0' -550, -550 SCALE +60.0. -60.0 9'-4" +60.0, -60.0 +70.0, -70.0 8'-0" +70.0, -70.0 6'-5" -. CONCRETE ANCHORS(SEE SCHEDULE) J'-.. +80.0, -80.0 7'-0" +80.0, -B0.0 5'-8' ua.. I '' I lqn +90.0, -90.0 6'-J• +90.0, -90.0 5'-0' -�- ° ° ° _ 1- - -�_ T +90.0, -100.0 5'-7' +90.0. '-100.0 5•-0" - W +90.0• -110.0 5'-1' -90.0, -110.0 5'-p" j +90.0. -120.0 4'-8" 190.0. -110.0 U yl _ +90.0• -1.30.0 4'.-0" +90.0, -130.0 4'-4 112- #E, MAX.A ASO DESIGN PRESSURE RA ING&MAXIMUM A 3 FOR LW76R'NAALIY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 1.5 2 + 50.0• - 50.0 p.9.1. W1 88"MAX. PANEL y LFNG7H PANEZMAX.A.S.D. DESIGN PRESSURE P477NG&MAXIMUM LOIGN FOR MOUNTING AS PER ALTERNATIVE III AND 14 ON I I 11 X77,444/IAFiAi i��r +50 OH M 14A-60.0 p. O15 FOR 78'Ma> PANELIVLENCTHE --3"-F-------- - CONCRETE ANCHORS E CChi ANp+50.0, -50.0 psJ FOR UP TO 108'PANFI . (SEE SCHEDULE)---___..._. .__.t J»- 1! '�4 CIS•�� LFNF.IH. M'^ STORM PANEL `�P'y���• ........ � �9 TYPICAL EL£VAT/ON FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N. T s ' No.44167e7017 1X1Eco.°c 0.050" BERTHA ALUMINUM STORM PANEL L.C. r 714 Mar. GAP 114'MOx. CAP * ' 'k' * (2.00" DEEP) oAIRN er EASTERN METAL SUPPLY, INC °'AIM o �..•'`v;�' �1 L EE C 0- ,268 WEST RM°S RAT '"/-"�•''f�Zi TILLIT TESTING• ENOINEEM1.0 COMaN. PANY MfYI PALM BEACH,R..13447 �SEC�FION -A "I Pr a.,ar..na,aax"awmLNs,n.u ee PHONE (561))09-876].FAX(581)841-1116 17-097 1,x,91,_1„9 T tJ ER-0006719 I �1_15)1 maP11w ORAMlA:NP ' WAITER A TILLR Jr.,P.E. FLORIDA Uc.44167 SHEET 2 OF 17 a.010 DP X0.070 R. t 1/*.0—W 5.s -cm. Bar!V/AW 's C. rd r -7 Awr 0.9'. 17, R.1110 1- -2.123- -2,493, 6) F' TRACK 'h'HFA HEAD Q (3) .1' MAX. ANGLE BUILD OUT BRA 3- Max, -U- BUILD OUT HEA 0 -20 -2- Tee' L, TO AISVI -T ON Sf[RONS. n LIV L=ZI%o T 7 it 7 n (�O)-HM WALL 1,75-,0.632 (7) REVERSED *r-ANGLE TRACK 'r' TRACK A 09 STUDDED ANLL ANGLE WITH STUD lot C .WO • .225" 2 012* 1311' y. K0 .T Asm, , 750 •12'ac LARGE KEY HOLE 0er 'OpnoN I IWALL KEY HOLE (OPTION g 1 -Met, 08.5, 0 " I PANEL I T ..........0," PL .......... 11) `1 Q KEY HOLE AT PANEL 13 KEY HOLE WASHQ? AWDED 00 o.44167 VIE /ONA Imo FLORIDA BUILDING CODE (Mon HIgh Velocity Hurricane Zone) SNAP CAP lot B.O. A e.2017711TECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00- DEEP) O w GY DETAIL 1: sm wl*m slur — Z� EASTERN METAL SUPPLY, INC 07129117 :71 L ME-CO=... � 4262 WEST RWS MW COMPONENTS TIL IT TESTING ENGINEERING CO.IAHY WEST PAW MACH,R.ji.N" (mOxII-8253. -.(56, 17-097 DPAWMAC M, WALTER A 11 FL 9 Cane. 230' CONCRETE CONCRE'Tf OR CONCRETE ULNORS -L',lyr CONCRETE ANCHORS CONCREn BLOCK W.LLC CONCRETE ANCHORS CONT. (SEC SCHEDULE) (SFC SCHCDULE) BEOIpRFn (SCF SCHf/R/Cf)\ \F -- I.ODOI � I'Min (OPEN PoS/nON s) r3pO• .300' CONCRETE ANCHORS p .230 (SEE SO,HEDIR.E FOR SP.MDINCJ POURED E.D. POURED ED. POURED ED CONCRETE' CONCRE7E CONCRETE _ REOUIRED7 ` 2 REWIRED-� RCOIRRfO I Cmf. 1 RYMR h 1 � E.D. F v -4 fMin.SEPARATION �I'AAh.--� SEPARATON 1 ro CUSS 1 t TO GLASS � Ir A W �1 TO CLASS a � pPllDd 11 � I,I'W.SEPAPA10V CONCRETE ANCHORS SECT/ON 3A ® - TO IXA55 >rA i/A'I-20 J/I' CSCE SCHCDULf) S r S.BOLTS W/7/B' 'J/J)'MNO NUT O 1'O. C . _.. Thf'i W POJIPl ED. Z n CONr.RFrF POURFn L.O. ! OR CONCRETE CONCRETF BLOCK WALL JI-. / POURED I REOUIREO N REQUIRED CONCyPf7EM ( CONCRETE - 1jLONCRFIF ANCHORS/ OR CONCRETF OR CONCRETE :/ BLOCK WAIL BLOCK WALL C.O. (SEE SCHEDULE) REWIRED REOUIRED E.D. / f nON 1 O ---- --- - '— ro CLASS c(A.ss (OPEN N PasmnN sB)3' SECTION 0 ANCHOR //J CONCRETE ANCHORS CONCRETE ANCHORS! -- 150' (SEE SCHmar) (SEE SCHEDULE) TMar, 6 cent. OPTION ♦1 B Cans. - —� \ — .�. SECTION 3A - WALL MOUNTING INSTALLAT/ON ) ; _ SECTION O A.NCNOTt SECTION 2 SCALE: I/)'- I' / 59'•0-20 BOL75 Y;J1 'WIN;NUT O 7/8•r J/ J2' POUR7J 1/uOCUT OC0FSTUD OR CONCRETE BLOCK WALL OR OR / Y 1 REWIREDE.D. �RFrCOBI Or�kfWALLJ REDU/RED p011RfC� . �� / 366' 1� - rOHCRETf B J d7' E.D. - EDC,DISTANCE -�/°- F D OR COWRfTf /•F Y BOCK NWLL / INNC NU O 1•' (SEE SCHEO'TIE ON 5 Cont. RFOUIRm EWRI 1.OSTUD SHEETS 9 t to t I,) CONCRE7E ANCHOPSZ CONI. N (SEE SCHEDULE) SECTION ® STUD (OPEN POSMON+) TYP. TOP/BOTTOM WALL MOUNTING INSTALLAINSEALTION r LATION +NOTE SNAPGIP ,? S£CT/ON 4 REMAIN CLOSED AT NON B Cenf NOIL IOR COMBINARON Or SECTIONS: MI �.` , V HURRICANE CONDITIONS SCLC I/9'. I SECTION 0 SnJD WALL MOUNTING SECTIONS CAN BE WALL MOUNTING INSTA Ldj/ON COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. FLORIDA BUILDING CODE (Non Nigh Velocity HurNeene Zone) SOLE: I/)' No.44167 x20'7 770rco,INC. 0.050" BERTHA ALUMINUM STORM PANEL t.c. SECTION _ ; *? * (2.00" DEEP) DMWWN BY. N_QrE:DETAIL OF SfcnON O SND VALID ALSO FOR :q ..0i+e L �• EASTERN METAL SUPPLY, INC WALL MOUN7INC INSTALLATION-SECnON 2(TOP) _r A ' C r C r=- a 11A1 4 P WEST ROADS DOW TILLIT TESTING t ENGINEERING COMPANY WE5 r PALM BEACH.F1 3JA07 xnwR.,o.s. PNnNE(561))09-B26z W.fsefle.r-Ine 17-097 (JpEiFi!-r61a,fa.:(106M71-15111." ES-0006719 �� emwa DM/1WNIE I'N �•'•• WALTER A.TLLIT Jr.,P.E. m ra-oaf FLORIOA Lie.47 7 SWEET 4 OF 17 SOLID SEI OR ELCO-1.PANELAMTE OR S.O. TAPCONS -718'WING NU O, CONCRETE ANCHORS E 0. a®OR® W/1/410-2O 9DEWALK BOLT ORO 0 12 SAND (SEE SI.TIf01/L f) CW/LREH ANCHORS ILS OR®1 W/IJ W/I/1'I-7p 7Rl/SSHFAO BdT AT♦ + l p4 SC£L/WCONS C9N I'Min CONCRETE ANCHORS E p (SEE SCHEWLF)\-I -�E.0. - r (SEE SCHEDutr) _ (SEE SCNEDULE FOR S'w")— ---T 3 REQUIR CONCRETE (SEE' CONCRETE _\ EO REOUIREO Is —T PEOUIRED-\ y`\ POURED t' CONCRETE w ,I _. _ . CONNED REO(IIREO� I .. .. _ ,_.. CONCRETE_ U i iAL ifRNATF ].. .T BLOCK WAIL LEG LOCATION REOUIRED� j i I 4 Cont. I B Cnn(. A 1WWN7f/,JN J/O i 't w t w CONCRETE ANCHORS OPTION it (SEE SCHEDULE) SECTION 5A e Min.SEPARATION w I'Mn.SfPARAT ON TO MASS 7'Nn.SEPARAT ON Cl i0 r.LA5.5 i TO GLASS POl1RE0 CONCRETE ` RIJIREO O i WhVG J/a 11 P-20 WWW NUI• E1T12 STUD J/1'is.BOLTS 9 O r1'D.C RI 7/U r 3/32' / I\ Coni WING NUT O I POURED J J o f 12'O O CONCRETE c h a OR CONCRETE t .,1 1.115'%Em 11 �. .__L f f. _ RLO(.'KWALL �i 1k}E[ REOfARED 7 77 7771 7 OPTION rA2 PouFEO cONrRETE�Y 1• POURED CONCRFTFJ r f SECTION SA REO E° REOLARED /� CONCRETE ANCHORS E.D. CONCRETE ANCHORS SOL/O Sf!OR fLCO male PANELNATF OR S0. TAPCONS (SEE SCHEDULE) (SEE SCHfDfttEl - O©OR® W/1/1'e-20 SIDFWAI K BOLT OR O-J U - 0 OR®2 W/rJ W/r/4 0-T°TRNssrEAD ROLT+ (SEE SCHEDULE EOR SPACING) CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D M 1 Min.SEPSS"ON , INSTALLATION - SECTION 7 -.-SECTION 8 SCALE: v2•. r ro r•LAss -� / INSTALLATION - SECTION 6 C MIT O SCALE. 1/7-- SGIF. - FWRY S71 9 e 12'O C. C-1. I r 77 11f EEEEEEEniiA�.. `\�11V\II i POURED CONCRETE' E D. - EDGE DISTANCE +tf',L)�.��' ((/r�/.• RfOUMEO _ (S£E SCHFDL°F ON ,1 Q` 9 i \ } srr ' GENS CONCRETE ANCHORS 'I, 9 r to e�/ E D. ) ,A •�,� F - (SFf SCl/'OULE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.4411 67 NOTE FOR COMBINATION OF SECTIONS 0x17"1TFCQ,we 0.050 BERTHA ALUMINUM STORM PANEL th (2.00" DEEP) OWN B'. BUILD-OUT & FLOOR MOUNT/NG WALI/FIOOR/CfIL M/C MOUNTING SECTIONS 10 CAN BF S �NSTALLAT/ON - SECTION 5 COMBINED IN ANY WAY TO SUIT ANY INSTALLAnON. ,��iF�PlB jP:��' L E C O Ewe. EASTERN METAL SUPPLY, INC °'a`TEE, �,. •A....... \ 'Peawl`Sr Pans nIw \� I TILUT TESTING a ENGINEERING COMPANY WESr PAL.eEACN,rL JJ107 PHONE (661)209-6263.rAK(661)611-1716 17-097 Plein:(.la6b'/ -O ORLWA4C Ab ••••• EB-00716179 WALTER A TLLG Jr.,PE. 019 I}.pA1 i7yl ROR1a lie.441 61 SHEET 5 OF 17 CONCRETE ANCHORS SOI./O SFT OR FICO mole PANfLMATF OR .S.f,. TAPCONS (SEF SCHCOUI E) �— 0 O2 OR2© W/11410-20 SIDEWALK BOLT OR O POURED '- ` \ OR®2 W/ 13 W/W/114-10-207/8 0 x 3/32CONCRETE -20 TRUSSH£AD BOLT + +/ WING NUTS ® 12`O.C. REQUIRED (SEE SCHEDULE FOR SPACING) - AT PANELMAT£S OR _ E0. t EO. 1 . SG TAPCONS t I I I o 4 Cont. I 0 1 I I I i POURED CONCRETE-- W REQUIRED F D. EDGE DISTANCE ,, � I 1 � _ I r 2 (SEE SCHEDULE ON 1 117 SHEETS 9 h 10 & 11 W W I W 4i I'Min. SEPARATION ,NOTE FOR COMBINATION OF SECTIONS U j TO GLASS h —I f"Min. SEPARATION W i W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TO CLASS _ I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. W zX 1 I I j ♦ + 51Df WALK BOLTS ARE 3/40x3/327H1CK W HEAD MACHINE SCREW W/L ENOTH ASPFR NOTES A.2 A: B 2 (SHEET 1) 7/8"0 x 3/32" 4 1 WING NUT O— + + D i TRUSS HEAD BOLTS ARE 1 2 0x1/87HICK ' I a ® 12Y 0. C. HEAD MACHINE SCREW WALENGTH 7/8"0 x 3/32' I AS PFR NOTES A.2 & 8.2 (SHEET 1) WING NUT 0---- !i EVERY STUD 1 0 72"0. C. 1 11 Cont. ALTERNATE LEG H POURED LOCATION CONCRETE OR CONCRETE W '— BLOCK WALL - REQUIRED POURED E "+2 •---CONCRETE EDGE OF CONCRETE ANCHORS - --� CONCRETE ANCHORS t REQUIRED —r J SLAB 1F (SFF SCHEDULE) APPLICABLE (SEE SCHEDULE) Cont. CEILING & FLOOR-MOUNTING INSTALLATIOP. N SEChOk !�t ;..NtElys .. ✓9 '•. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATIO i No.44167 12017 7MIECO,Avc 0.050" BERTHA ALUMINUM STORM PANEL L.c. SECTION 9 � * • * � •k' (2.00" DEEP) nalNN er EASTERN METAL SUPPLY, INC °'GAFF" -- I L E C O I NC. 1266 WV Roos DRIVE TIU.IT TESTING t ENGINEERING COMPANY nY BALM 6E4CH,P.33407 eSSs Nw.!M.N,9w. CNgdl,y.!!Y PHONE(561)209-°263.r" (561)641-1716 SCALE : 1/2" = 1" a�/rl+?.?!• .`..' \'a + 17-097 ,l`0, 1 Pe.w tsl7l7t-nie (amM rv.Y mats ORARRIG Re S/pNp�E ra-GooeT M'ILTER A tlLlli JI.,P.E. ----- RGRIOA Lie.Rat 6] SNEEf 6 Of t7 I - � ExisnNc Exlsnnlc - 7' - J 1/7'- BRICK VEENER _ ._.J 1/I'-�-,'" BRICK VEENER nCOk—CRM LI MAX :I OCK RFTF"3 Cant. - : con} O NK 7 ---�- - ----i T • ,----T lad 1/4%re'ELCO mala I—EXLSONG /A%Ke'ELCO mnlr ...-.EA7571NG "OLIR£n L^A'CRETE ' RAAIELINT£Tws ANCHORS OR 1/'• STEEL ANGLE LINTEL POIRED COWRIE �•,, I pAwit"ArE NAs ANCHORS OR 1/4'• 1 SIM ANC.IE LINTEL OR CYKJCREIE BLOCK- �TA/'CONS OR i/<'0 CLCD AMLF AS APPLICABLE OA CONCRETE BLOCK1APCONS OR 1/4's EL CO MALE As APPUUBLE r WALT REQUIRED PANELLNTES(SEE SCHETRRF FOR SPACING). O WALL REQLRRCO PANELMATES(SEE SCHEDULE FOP 5PA(.'INr.). T 2 I --I OPTION /1 SECTION 11A t ON rs SECTION 1 fA -- - To cuss ' W EXISTING BRICK SILL 0-20 9 314- 114 S.S.BOE IS W/7/910, R l/J]'MING M?O - ' 17.0.C. C D. >• EDGE DISTANCE /. (SEE SCHE ON % • I SHEF75 R A,h to R 11) EXIS7Mf. I +10E WALK BOLTS ARE J/4%rJ/JI=IHICK PENETRARON TO _ / ' !fC.IO MACHINE SCRE%'W/LENGM CONCRETE BLOCK / rFLASHIAG AS T NOTE FOR 'OM8MA7?GN OF 5ECTK)NS A5 PER NOTES A.1 6 8.2(SHEET 1) R:"in CONCRCTF APPLICABLE 1 WALL/FLOOR/CL]LMG MOUNTING S£CTIQ45 SAN BE IRU55 NCAO BCL TS ARF I/7%ri/B'iNK'K COMBINED/N ANY WAY TO 5011 ANY/INSTALLATION. ,FAn MAI.'MNE SCREW W/LENLTH yPER NOTES A7&8.1(SHEET I) Mor. +' Mar. E x' s "NcVIFEWE RC�NSF '✓� ~' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) POURLIV CONCRETE I/A'IrB'ELCO moo ` O4 CCNCRETE BLOCK- PANEL UA TVAS ANCHORS OR c/"'e J L,ty ,Dunn mreco.INc. 0.050" BERTHA ALUMINUM STORM PANEL L.t. WALL REQUIRED TAPCOAIs OR I/.'0 FICO MALE Na'4 167 PA4ELMATES(SEE SCHEDULE PDR SPACING). �... * * (2.00" DEEP) OwwN Br e]/16/n ewe. EASTERN �7ME68 TAL SUPPLY, INC an, GILD OUT INSTALLATION �c, '' WE51 RAW WACN,R. 3 74 0] SECTION 1 TILT rESTMIG! ENOINCERIN6 COMPANY ))-097 +�•G� , r bn,aNEE ING C.n ANY PNONC. (56 r)2LIf-879.1.FAX (SerbA1-nIR S/ONAt`�•'' OM,.'!)0l11;fBI-ODU�,O 1.1D1M1,_I!], DR.W12 No SCALE 7/8-_ !' WALTER A 7%,R M.,P m r!-aaf SNFET BA or 11 "' n.WIA Lie.4416] ADMC£NTINTfRIORI Y AaMCEN7 — - _ PANEL— , REMOVABLE —PANEL 1/4'/TAPCONS ~'� STORU PANEL / CONCRETF ANCNORS --— 7' O 6'0 C. W/1 112'M'n. TNREAOfO -1!Z4-MG, GAP 1/4•A401. GAP Ar 6"O.C. _ -_-- HEADER ENETRATION TO EXISTING WOOD 1' — * i 1 _h POURfO ' I - �.% CONCRREOUP?ETE W H O 7OR 0PA7RACKIHCRI SECTION B-B .- + I/a• r• j — 2 OR ANY OrHFR SCALE r/1'-IOx I'SS - TOP TRACK CPnf. SIDEWALK M i5. WOOD HEADER W1 7/8`x 3/37' REOuIRfo WLNG NUTS AT OVERLAP.—_. 1 4 m s n _ 8 (BOTT) 12A,128 8 (BOTT) •- --- - 2 _ __- I.� 20x1•ss. ADJACENT I IOEWALH BOLTS. I—1@ W PANEL I W/718•X 3132• INTERIORIY _- T 1/I'-a0rf"S.S OVF Nu7S REMOVABLE -- A"UNr W SIDEWALK BOLTS a OVERLAP-----. STORM ANEI. --` PANFI a W/7/8'X 3/37' --7/8'x J/3a^ -J 1`Min. SEPARATION a WING NUTS AT --j" O GUSs I EWNG VEAYNSIUD 70 GLASS k OVERLAP O 12"O. C. �,�1 `4 3B�S POURED CONCRETE OR CONCRETE BLOCK WALL C b ]/g•x 3137' W -' T•-' - P REOUIRfO W WING NU7 O Wl.. '_VERY S. _t 0 rt �oan. 114.6£LCO PANELwTES SOUP SET OR S.G TAN;ONS- - _-._-----__-_J WOOD STUD OR S.G. TAPCONS W1 2'MIN. OR D SET OR ANCHORS '--"-'- A 6'0.0 AT ADMCFNr 0;14^0 6. PENETRATION AT MIDWIOTH PANELS REOUIPED OF PLATE O 6'O.C. e (BC-n I zA,l ze a (eon) O ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCAII 1/;,"` I" SECTION 12B SCALE' 1/2'_ INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, -50.0 p.,,;.( ' 1,,4E.4EA..,,. ,d''rpL� ..........C�ir 10E11-yi v9 i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N0.4416 7 0.44167 c2or7 rulEco.INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. ` (2.00" DEEP) ORAeW ft. ;4EASTERN METAL SUPPLY, INC 1L ECO 1NC. 4266 IffSr AWS 6R6F ah '����� •!��`,. TILT IT TESTING A: FNGINEERING COMPANY WEST PALM REACH,17. 33407 s1 6.W NW.JMe 1L.M..8ps 6°ww ONI s.n.)L!4 PNONE:(561)2°9-826.7,FAX(581164]-1716 17-097 s�aNAL t M)s11_,lsp'Nr,. IM!87I.,6l, �A. •L Ee-0006719 aew ORL11TfIG Iro WALTER A.TILL'Jr.,P,E. aA IS-ota --- .— FLORIDA Lie.44167 SNEET 7 OE I, 1 4,�- POURED CONCRETE / 2YJ S 5 MACHINE OR CONCRETE BLOCK BOC7 W/NUT! WASHFR WALL REOUIRCD O 12'0. C. CONCRETE ANCHORS 7/B'r T/.T2" 1-2.500'Man. (SEE SCHEDULE) CONCRETE ANCHORS I 2500• --- 1 Cont. I" WING Hui O POURED CONCRETE O 11'O C 0 12 .0.C na LONLYLETE elocK CUT CMIEL Min. O 11"O. C. WAIL RLOUIREO CONCRETE ANCHORS 1000• POURED f 0. 9 O /2'0. C. CONCRETC L•M(_ ALTERNATE LEG LOCATION REQUIRED ' � 1'r 1'•.055•TO 1, r 5'+.055"Cant Alum-ANGLE OR 1 2'x 4'r.125" T Y x60'3f05-HI54 SHEET 7105-H11 OR 606)-TB ALLOY 4 META(Alum. BENT PUFF Carel.Mum.ANME 1S 1'MEn. SEPARATION t To GLASS CASE A1Plon) CASE C (Plan) W SCALE: 1/4's 1" .SrALF. 1/4`= 1- 2'+J'r.093J1O5 H-14 OR ��\\ 6063-76 ALLOY Carel Al— AIGLC� WITHH ANCHORS O 12 0.. 7/B".3/72• 1 1ooO- WINCON fT O = HALF PANE/ r 1/4.GP12' 1 POURED CONCRETE VARIES!' OR CONCRETE BLOCK y 1000' 1 t POURED CONCRETE WALL REQUIRED Cont. OR CO.NCRETF OL WALL REOUIRED / CASE D Plan) POURED rnNcaETE•J REQUIRED SCA[E. 1/<' _ 7" CONCRETE ANCHORS I ' (SEF SCHEDULE) E.D--- °P`` ss ! x =- RIALD OUT 01S7AACE CEILING & FLOOR MOUNTING ...... INSTALLATION - SECTION 13 1 2"Mar AL5Y � SCE 1.13" .: 1' IF D. EOGf D/STAN[F 1/1'P BOiT 4•+r 4•r.072• (SEC SCHEDULE ON O 24'O.C. JIOS-NII 0R 606.3-T6 AI(DY (scr S RIG E II) W/NCKNUT L'-L.AN. ANGLE "-- NOTE FOR COMBINATIL,N OF SECTIONS. CASE B (Plan) CASE E (Plan) WALL/FLOOR/CEILING MOUNTING SEE.TONS CAN BE 5 ifid�Asini 1' SCALE. 1/4" = 1" COMBINED IN ANY WAY 10 SUIT ANY INSTALLATION. 111 (L A. tl +��,� END CLOSURES DETAILS �,��' �\C/,EN�/ `SF .� FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) "W7 TETECO,Wo.. 0.050BERTHA A ALUMINUM STORM PANEL Ls. 0.44167 (2.00" DEEP) mw Br • •' EASTERN METAL SUPPLY, INC 67aF�17 moo'. 1 L E C O 4266 WEST ROADS WNE • ''•. ORlDP•••,�`�,,, TILLIT TESTING a ENGINEERING COMPANT WEST PRIM BEACH,8..1.407 G 011 NR.IN,11..ri.]0.1.M/4.A a m Ry.n.)11N PHONE.(561)2.39-6263,FAX:(56I)041-1716 17-097 �nw-.(lebW71-ISTp (—Alt.I", M.o eMslq nR LNMW210 Nn SIONAt E�` FB DDO6T,9 WALTER A TLLIT h.,P.E. m rs-aM FLORIDA L'e.44167 Fm 1 SNCEi F 01 MAXIMUM A.S.D. DESIGN PRESSU F RAT N (D.&L)L) AND CORRESPONDINCT bid ^�' ANCHOR SPACING SC .nI!l.F, FnR /N.STdl.ldTInATC ►A► rn)vrpFrF Alun rnnrrpD+rnc n7nrrr errpTrE�rrrrpsc A wuAM ArrmA sPr Ic nw c a-J I/2'.• •wrlr r ro wrww welw.uclpRs vwcc rw r a-J rR'•• _ Awlcar 10 K919M TSPa7+e !0D f[T SYdmv AA"f1IMn3 IAIIlNBR Mt uCIPvS/! wmN gy61 s.o.a(BGv ACtl11M N•Cyr6 SIXD ITT SB.IAILW IVIBIw11S AlffiwM"IMS !A wavuP VAVD WIIW(Aa// AM'fYWgI11IE1N LL1.4TI 1'(9) A.M1AV•1.1 11�v IHA^M 1'(9) A lbKM1C 0 IH9.YAIY 10 tbKA'L1[ ID w9JIIRY IO[GM1ORIF rD wW.VIr' /B CdKMIr 1°wbMY Ib LbIK'Rrlr 1°Y1M11 Or Illpr - m Dar10lR ro wsorwr m cvrmr m wmm ro rnvomr ro w9ow. m mW;Anr ro wsww ro carArngr ro mw. °.1+r• 12- N/A 17' N/A T]' NI I2' N/A 12- NIA I(TOP) 1]' N/A 17' N/A 12' NIA 11' N/A 12' N/A 1(IOP) 11' 11' 12' IT- 17- 12- rY 12' rT' IS- 1 D7omw) 12' 1' 12' 12- fT' I2' 12' 12' 12, 11' 1(BoTTOLI) I2' M/A 11• NIA IT' NIA 12' N/A 12- NIA 2(TOP) 12' NIA 12' N/A 12' WA 12' NIA I2- NIA 1(TOP) 9' B' 8' B' 9' 9' !- 9' 8- B' 2(1101TOM) 9' 9' 8' 9' 9' 9' B' 1' 9• 9' 2(BOTTOM) 9' N/A p' NI BM/A 9' NIA 1' NIA m(r0P) 9' NIA p' / N/A y" NIA D- NIA g• N/A .!A(TOP) 9' 9' /• '. 9• 9' 1' 1. A. J(BOrrOM) 9' F. 1 9- '. 9' A. 9' 1 9' 9' 9' J(tOTTOM) IT' II' 12' 17' IT' 12' E12' I1' 17' 1]' (TOP) I)' 7' I?' 1)' 12' 12• 12' 17' 12- 11' I(TOP) 2, 12- i2• 12' 12• 11• 17• A(1O110M) IT' 7- 12• 12' 12' 12' 12• 12• 12' 11- 1(90T70N) 9' MIA 9' NIA 9• WA NIA 9' NIA eA(TOP) 9• NIA 9' MIA 1' N/A 9' N/A y N/A SA(TOO) I2' MIA 12- NIA 12' NIA NIA NIA N/A s(SOMM) 9' N/A II' NIA 12' MIA 12' NIA NIA NIA J(80710M) fY- NIA IS• NIA 11- NIA N/A NIA NIA 6(70P) 9TINA 11 1/4- NI/A t]' N/A 12- NIA NIA NIA 6(TOP) .90.0-la0 12- N/A 12- NIA i?- N/A N/A N/A NIA 6(60MMI) .O" -11,R ADO p" NIA 11• NIA 1. N/A 11• MIA NIA NIA 6(60TTOW) >a'-0' �F55 11• NIA 12- NIA 12' N/A 12' NIA WA NIA 7 crop) LESS N/A II' N/A rT' N/A I1- NIA/ N/A NIA 7(TDA) IJ'-0'• I?- NIA 17' NIA 12• NIA 12' N/A NIA NIA 7(W770V) 9' N/A II• /VIA 12• NIA 11- NIA NIA NIA 7(80770M) N/A N/A 12' 12' 12. 12' 12' 12- 17' 12' a(TOP) N/A N/A I?'• t7'• 12+ ITA 11-- I2-• 12-• I2'• a(nvl NIA NIA 12• 12- 12' 12' 12' 12' Is' I1' 6 marmu) NIA NIA 12'• IT'• 12'• 11'• I1'r 121 12'• W. a(BOITWI), M/A I2' 11' 11' 12' Ip• 12' 12- 12• 9(TOP) 11/A N/A 12'• 12'• 11'. 12•• 11•• 12'• /2-. 72'• 9(l0p)♦ r1' 11' 11' 12' 12' 17- r2- 1 12• 17' 9(90770M0 11' 1- Iz' 12' 11' 12' 17• 12' 12' (BOTTOM) 11' NIA 11' N/A 12• N/A 12' N/A W N/A IO(TOP) D' N/A ri 1/2' N/A 12' NIA I7' N/A A(/A N/A 10(TOP) 6• NIA 6• NIA 6' NIA 6- NIA NIA NIA 10(60"Du) R• NIA 6' N/A S. N/A 6' NIA NIA' NI 10(00T70AI) 1• NIA 9' NIA 9- NIA B' NIA 1• NIA IIA(TOP) /' N/A /' NIA 9• N/A D' NIA 9• N/A IIA(TDP) B' 9" /' /' D' B' 9' 9' p• p• II(BOIM.NTI 9• �.IA NIA 6' N/A e- N/A 1' NIA 6' N/A IJ(TOP) 6' !• N/A 6- N/A eN/A 6' ry/A 1J(IOP) N/A 6' N/A • N/A ! NIA NII N/A 1J(WrTOw) 6" 6' N/A °• N/A B' N/A 6' N/AIJ(BOLTON) • USE6'OC FOR PANEL IrNGTW URGER MW10'-0'AAO USE 12.OC AS SNOBN ON SCHEDIAE FOR PANELS LEMGTNS EOu1L OR SHORMP THAN 10'-0 rr MAXIMUN ANCHOR SPACINGS ARF VALID Fry*3 1/2-EDGE DISTANCE FOR E 0.LESS"MN J 1/7; ANCHORS j[tr(trjl REOUCC ANCHOR SMC/NC BY MULTIPLYNG SPACWC SHOWN ON SCHEDULE BY TME FOLLOW/NG iACIDRS. (NOTE D.!DR SOUOSE7 ANCHORS 15 J, FOR 7111 OPFRAMM TO BE POSSIBLE,RCIXdL'ED SPACING ORTAINFD USING FAC77M SHALL N01 BE ANCHOR TYPE ANCNNOR LESS T N MWNUN SPACING WDICATED FOR EACH ANCI QR TYPE AT ANCHORS LEGEND. SPACING FACIOF i PCOM(REM"#OR SC.)PANRIoNIE OR PANELNATE/19L5 .1' Acruu F.D f D. = EDGE DISTANCE TAPCON(REGULAR) SC GPCON.PANELMATE OR PANEL.WiC 17AL5 SOCq SfI SOLID SFT J' J' .e6 .7J 1 1/2- - .71 .JO 2• - .SD _ III'C�•� .J3 - _ All wy T✓ �� �!' ��C�l✓SF '. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N0. 4 61' 02007 Durco,,INC 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRAIM By, EASTERN METAL SUPPLY, INC �� +•• IL EC01Ne. CAM LI• ATM WE57 ROA0F ORM TICCIT TESTING k ENGINEERING LONPANN WF"ST PAI M 293.FL 33107 •'••••....•�•;'I� vv p.•.•,� 1..xn a�.A9DIs,0 7 PHONe(s9U209-eTet.rAx:(ser)eAr-n16 17-097 $l0NAL c�V (xsjeil-Im. f-MI-l",T EB-0006719 GRAWAIG MP WALTER A.TILa Jr.,P.E. aD 1!-0Af )un FLORId1 Lie.NI67 SNCEf 9 M 17 MAA7MIZAf A S D DESIGN PRESSURF RA MVG (p.stf) AND CORRESPOND N ex7Arljm AC=g SPACING SCHEDULE FOR INST LLAaQM IN CONCRETE AND CON RETE BLOCK STRUCEVRES a.cn nr __ Mwr,wcN6o a�+vlc Iw F B- vr'. srcros ie aavn '�'"rwn rv�vw Aw.xs vN.wc m.c D.''/i•' rrLeae m _ Mn1(SLwf 6T.+AM iMfL1d fdo SET f.6 TARYW PM4wRS PAAFLY.IT TflS m,gnNnLW rL'M l'In.) 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SEE ANCHOR SCHEDULE MY SHEET 16 J I7 c��Q -'—'-- - COMBM£D!N ANY WAY 70$&T ANY fNSIALlA7R)N. ••.'ONAL`{',.,'• .7. FOR NEW W000 FRAME CONSTRUCTION•WOOD MEMBERS TO BE SOUTHERN PINE Na. 2. W/SPECIFIC DENSITY OF DS9 OR EQUAL. ••'.' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zona) 120111X1 °.we 0.050• BERTHA ALUMINUM STORM PANEL L.e. 1/4'P TAPCONS 2.00•' DEEP) DRAWN or W1 1 112".1 THREADED EASTERN METAL SUPPLY, INC °'DATE 1' LTE 4266 WEST Ras a r ALTERNATIVE 5 nLLIT TESTING a ENOINEERING COMPANY WEST PAIN WACH,n 3x07 eNf Hr Neu Ii.(]06J♦]�Bir.]06.NRRnw GARCRS.n vie6 PHOW*(Mr�P-6263,FAX(961)641--11,6 17-097 SCALE: r/T' 1' Mdw _i6]ti.fe.•Lne)ni-1E5� FR-0008]19 sseau DRAWAG Eb W&TER A TILU7 Jr.,P.E. RD,!-DN ROMDA Uc.1416] 1 1 11 1SHEET is or t] 7 4"0 LONG fLCO WOOD TRUSSES OR RAFTER / _ 0 24'0. C. RFOUIRFI) PANEL MATES OR S.G. --- TAPCONS W/2"Min. THREADED PENETRATION _ TO EXISTING WOOD ------ HEADER. (SEE SCHEDULE) :.._. --- - _; --T -----.500' .500" r I AIV R o 7/6 O x 3/J?" ---. i Min. (6063-T6) v WING NUTS 0 12"O.C. IAlum. TUBE W/ 11410 x J/4" I LAG SCREWS T04' ITW/8U7L0£X I I EACH DONT. N TEK SCR j LOCATE SCREW WOOD HEADER I- 0 6'O.C, 4 Cont. AT MIDWIDIN OF REOUIREO I EXISTING WOOD MEMBER (2"Min. NOMINAL WIDTH) J I iI _� I W/ 1'M'n.APoN_ , 1"Min. I �,'J THREADED ~ TO�cuSS I W I PENETRATION. •-i SEPARATION TO GLASS i W I � S I H 7/8'0 x 3/32' J AL TERNA TI VE 10A y I WING NUT O SCALE : 1/2" - 1" lu LVFRY STV W NOTES a (LIMITED TO +60.0, -66-0 p.s./. DESIGN LOAD AND UP TO 9'-0"Mox. PANEL LENGTH) 1, INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) W 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. a 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.5.5 OR EQUAL. n n I WNGNUT 0 EWR j — I I I I EVERY STUD LJ 0 72"O. C. KIN W i —1� _i 11 2"x 6" NOTE FOR COMBINATION OF SECTIONS dl�P 1 .......... Cont. W000 DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE�1` "- � I REQUIRED �. �, P .�'BENS ' (NO FINISH -0M8/Nf0 IN ANY WAY TO SUIT ANY INSTALLATl01� o 1.000* ` Alcow£o) Q 167 r + 7'x 4'PCAiF Cont. - RFOUIRED - - -- 1/4"0 TAPCONS W/ 1 1/2"Min. THREADED PENETRATION _ ,•?"QV�� fSEEIOSCHED LE)PCAT£. -'- - "- •`Eek ONA - 1/4'0 TAPCONS '" •��`� FLORIDA BUILDING CODE (Non Nigh Velocity Flurrieane Tone) AL TERNA TI VE 9 ALTERNATIVE 10 THREADED Min.PENETRATION 02017 WrCo.INC. 0.050" BERTHA ALUMINUM STORM PANEL La TH SCALE : 1/2" 1" SCALE : 1/2">. i^ (SFE SCHEDULE) (2.00" DEEP) oRaRN or. EASTERN METAL SUPPLY. INC 047r. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS L E C O INC. 4268 WEV A04DS AW iILLIT TESTING h rNO1NEERING COMPANY WFSr PALM 8001,R .11,°7 sass preen s,.z,.v5,�6aN"aN1601s,n.v -ON(:(561)709-8263.P",(601)841-1116 17-097 CB-GODei,9 .Deals ws�s nP,wiNc N9 'NATTER A.TLLIT Jr.,P.E RO I!-as -- ---- rLOMDA lie.4{167 SHEFi t4 OF 17 • J I/{"0 TAPCONS W/ -- - 1 1/2'MW. THREADED PENETRARON IO EAISTMG MOOD HEADER. -- III'0-10 5 S.MACHINE (SEE SCNf011LE) BOLT W/NUT!WASHER A 12'0. 0 WINO NUT• - 16 Cont. I -y 0 12 O S- C O I7' C O I WOOD HEADER REO(ARED I.._—i'Mih.SEPARATION TO GLASS I'Min.SEPAR,MION TO GLASS 1, L-7 S.S.BOLTS W/71*8 i J,/J2'WING NUT O 16 I1'0. W`lG 12'O. C. — O 1 x 6 Wrxw I PLATE Rf0'0- Min - DECK REDO. . Tool 11 Conf —_J 114V TAPCDNS, I/I I ' SG 1APCONS OR 1/4W QS nR©Cont. PANFI MATES W/FllLl -- THREADED PEN A/qN 70 1/1'.TAPCO S PI 1'1W100 (SEE SCHEDULE) W/1 -/2'MN RED-1)( Min. 1/2'FA PLYWOOD THREADED PENETRATION —RED-1) W/FASTENING (SEE SCHEDULr) SE TIOSTUDS AS PER SECTION 130I OF THE ALTERNATIVE 13 FLOMDA BALDING CODE SCALE 1/2'- !' ALTERNATIVE 14 N'OTFS: 1. INSTALLATIONS ARF ONLY VALID FOR MAX. A.SD. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE R47ING +50.0. -GO-O p_s.(. FOR UP TO AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.S.T. FOR PANEL LENGTHS GREATER 2, SEE ANCHOR SCHEDULE ON SHEET 16 & 17. THAN 7d1�E)/�tJbOAA�.DB" J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN \ T1dE 4�A.T1j���` PINE No 2. W/SPECIFIC. DENSITY OF 0.55 OR EQUAL. �tl !;�.•���E��S�;•l✓9'�_' N0.44167 FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 'k t * �' e2on Tu1EDo,n+c. 0.050" BERTHA ALUMINUM STORM PANEL L.c. NOTE FOR COMBINATXON OF SECTIONS \ (2.00" DEEP) OPAWN R✓. WALL MOUNiINC SECTIONS GN BE a ^` , EASTERN METAL SUPPLY, INC CDNBINED RJ ANY WAY TO SIRT ANY IN$TAl1 AIX7N. \ ) (j� ' ! O,N OAIE j`f•/ EN�j� i .76R WEST R Nf nANF JJo TICCIT T[ETMO!rN01N[ERINO COMPANY — W561 PALM BFi[H,X. UID7 17—OB7 \\\ Nw.l,n.li.,s..l61 R4M cHmLMl.n,l:ee PNO.VE'(561)709-6267.IAA:(SBI)BII I716 i_-OOC (1957e)1-illi �� DRIWMIG nb EB-fNIC6)19 WALTER A TLIfI Jr.,P.C. SNE97 15 OF 17 TLORIOA Lt..{{IE7 MAaMUM ASD DESIGN PR SSURE RATING (R,stj AND COf�poIVV mAX7mum dN(unA SPACING SCHEDULE FOR INSTALLATIONS INTO yao FgAMg B ILD NCS MAr°rLM Ro6p fAS1rAER6 A.s.6. ti_N APa:aerE ro nu: ! "run rsTrNrRs APlMXA9(I ro Ae reRn.rrKs//s MANIA,v rAr+Ei +wr^£M xmn rAslENnrg AParA6LE ro PA[<clMr RECUTAR rr.MA'.Yw wRLr.rrs ANY CLWBwAngV ILNRM t'(R.) ePrrrVR( RLG/UR PN.TL/NRr AI RMi+iMr • 4UYMUY PANE! . (> rM.N At1[PNA1M1ir • M.YNRIN P. NARNr.(p.•/) fAPCOYr oR °r P" •r:'A%(P.w'•fl r r6.1 PCOM Le ANY C0116+M LLNGM 1"Pr) %CSrIM( AFWLIR i.4'rAPC(w PA'rlLMRS ANY LLYIMNIpEW LLN6M 7• ANmAua nlM A•CONr Awuatr 1•a 6r MLN Nwrwa nAs a MLN IJ' N/A N/A /(FOP) IJ' N/A N/A 1(TOP) 12' N/A N/A I(IOP) 12' N/A N/A I(BOTTOM) 11• NIA N/A 1(BOTTOM) 12• NIA NIA 1(BOrraw) 12' NIA N/A 2(rop) 12• NIA NIA 2(rop) 2' N/A N/A 2(TOP) y NIA N/A 2(Borrom) 9' WA NIA 2(BO7.-O) R' N/A N/A 2(BOTTOM) 9• NIA NIA 31(n7P) g• N/A NIA/ 11(TOP) g• N/A N/A .L(TOP) 9' NIA NIA J(BOTTOM) 9' N/A NIA J(Borro.M) N/A NIA J(Borrow) I2• NIA N/A +(TOP) 12' N/A N/A +(FOP) 17' NIA NIA +(117PJ 12• N/A N/A +(BDrrOM) NIA NIA 11' +(BOTTOM) 12' NIA NIA +(BOrrOM) g• NIA N/A 54(rOP) g• NIA N/A 54(mp) g• N/A N/A 54(rOP) 9' j.1A .1A /A 5(BOrfOM) 5 1/2' N/A NIA 5(BOTTOM) 8' N/A NIA 5(BOTTOM) 9' A 6(BarIOM) 3 1/2• NIA NIA 6(Borrow) B• NIA N/A 6(80"OU) s4ai),+0.0 B I/2• A 7(BOTTOM) 8'-o- q -+0.0 3 N/A NIA 7(Borrow) >8'-0" ++0.0, -+0.0 5 1/2' N/A NIA 7(BOrrOM)OR B.-0' OR UP TO UP ro OR lFSS NIA12' B(TOP) LESS :.ESS NIA 12' 12' 8(TOP) IJ'-0' +60.0. -600 MIA 12' 12' 8(TDP) LESS NIA2' B(BOTTOM) NIA 12'• 12'. B(Borrow)• NIA 12' 12" 8(porrow) NIA2' 9(TOP) NIA 12'• 12'• 9(rOP) NIA 12' 12' 9(TOP) 12' A 9(B0T70M) 12" N/A NIA B(BOrroM) 12' NIA NIA 9(Rorrow) 6' A IO(80TTOM) 3 1/2' NIA NIA 10(BOTTOM) 6• NIA NIA 10 Borrow 9" ' I IA 0VP) 9' NIA 9' 1 rA(IOP) 9' N/A 9' I IA(TOP) +' ' f l(B07MM) +'•• N/A +•« 11(#mow)•• +'• NIA +'• 11(B07n7M) 6' A IJ(IOP) 6' NIA N/A IJ(IOP) 6' NIA NIA IJ(70p) 6' NIA NIA IJ(BOrR7Al) 5 1/2' N/A NIA I.T(BOr,--) 6' NIA NIA IJ(BOTTOM) +' +• .• 1+IBOTiON) +•« +'.. +•,. 1+(BOROM)•• . • +' +• 1+(BOT7r)MJ • USE 6'OC SPACING FOR PANE! LENGTHS LARGER THAN 10'-6•AND USE 12'VC • VAUD ONLY FOR aP TO+50.0. -60.0 P.R.T.A6LY ASO. DESIGN PRESSURE AS SHOWN ON SCHEDULE rOR PANELS LENGTHS EOUAL OR SHORTER rNAN 10'- 0- RATING WIN 7A'A(— PANEL LENG7NS OR rOR UP TO 150.0, -50.0 p.,.r. •• VALAD ONLY FOR UP 70 108•PANELS LENGTNS. WK..AS.D. DESIGN PRESSURE RATING W?H 96'Moe. PANEL LENOTHS III+f++AMfAyr FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) i d,44167 .2617 Mrrco. NC 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) OLMNN en EASTERN METAL SUPPLY INC IL ECO�N� ``•,. `�; . DAA. 4786 ORNE :/� ., l �•:'•'�F f TICCIT TESi1NG a ENGINEERING COMPANY HEST PALMM BEAcm,OM,F FL.13107 ' „ +.�'QOSNi�• '�.tea'•crxMl6 n.T9 e. PHONE(561)209-8267 rAY (56I)Q+f-Illn (7-097 . DRAW NG M6 EB-0008719 WALTr0.A.TIWT Jr.,P.E. AD 11-01! rLORIDA Lie.I{i6T SHEET 16 OF 17 MAXIMUM A.S.D. DESIGN PRESSURE RAT NG (y.sf) AND CORRESPONDING MAXIMUM AArCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS 4e4xlYuu 60m rASRNPK APPUC4B(r I0 NM'rMU4 0°06 rAsrr M MP(mxr To rW. R"A.MNERs 4NRJYE/° A Sg ocsr.. IN DESIGN �=0 9LS— AAESSUM RFOUAR pN/°,M1fS ALWR,Y1111£S/A LL4RINIY MNL. ppr pr ww AP Sc rAACGN R—I.- 4! 1k)/ItA I MCM�� .) :Pr55UPr RLIYMR RNf1AM1lS Aimmmi1E5/. I--AN 9,r9.0 lPl.Li TAPCGWs SG IAIMN AM' naw LEACM T'frtJ ?.nNs(P.,I.) iAFCYINs Mw urt rvu or nKY .,r.,.c 1P.:11 SCIAL-N a ANr COMNNRn .L G,'I'(N,) Pu41LMW IMtS IAMONS Ay,OARW 1W5 Or Twu II' N/A NIA I(rop) 12" NIA NIA I (TOP) 6 I/2' N/1 N/A I(TOP) II' NIA NIA I(sorra") 12' NIA N/A 1(BOrraw) g• N/A N/A I (BOTTOM) fI' MIA NIA 2(TOP) 12' NIA NIA 2(TOP) 9' NIA NIA ) (1[M) 9• NIA NIA 2(BOrram) 12' NIA NIA 2(BO7roe/) g' NIA N/A 2(BOrfOM) 9' NIA NIA JA(top) 12' NIA NIA JA(TOP) 6• NIA NIA 34(TOP) 9- NIA NIA J(BOTTOM) 12' NIA NIA J(BOTTOM) g' NIA MIA 7(BOTTOM) I1' NIA MIA 4(rOP) 12' NIA NIA 4(TOP) 9' NIA N/A 4(TOP) II" NIA NIA 4(BOTTOM) 12' N/A NIA 4(BOTTow) g• N/A NIA 4(Borrow) 9' NIA NIA S4(WIp) 12• NIA NIA 54(TOP) 8` NIA NIA S4(rop) J 1/2' NIA NIA 5(BOTTOM) 4- NIA NIA 5(BOTTow) 1' N/A NIA 5(901100) J 112' NIA NIA 6(BOTTOM) 4' NIA NIA 6(Borrow) J' NIA NIA 6(Borrow) +6aa -600 J 112' N/A NIA 7(BOTTOM) 9,_O .e00, -40.0 J 1/2• NIA NIA 7(Borrow) >8'-0' +90.0. -90.0 J' NIA NIA 7(B0rr0111) 7'-o' IM TO OR .600. 60.0 UP 10 UP TO OR .80.0, -90.0 NIA 12' 6' 9(IOP) 11751 0. 12'• 6'4 B(TOP)4 12'-6' .1000. -170.0 NIA 12' 6' B(Top) LESS NIA 12' 6" B(Borrow) NIA 12'• 6" 6(BOTTOM)• NIA 12' 6' B(BOTTOM), NIA 12" 6" 9(Irw) N/A 12' 6" 9(Top) NIA 17• 6• .9(TOP) ft' NIA NIA 9(BOTTOM) 12• NIA NIA 9(8017011) 9' NIA N/A 7(BOTTOM) J 1/2' NIA N/A 10(Borrow) 4' N/A NIA to(BOTTOM) J• NIA NIA IO(BOTTOM) 9' NIA 9' IIA(TOP) 12' NIA IO 1/2' 11A(TOP) 5• NIA 6' EIA(TOP) NIA NIA N/A Ir(ROrrOM) 4-•• NIA 4'•• I1(Borrow)•' NIA NIA NIA II(Borrow) 6' NIA NIA TJ(10p) I2' NIA NIA /J(Top) 6' NIA NIA 13(TOP) J 112' NIA NIA 13(801770M) 4- N/A NIA rl(BOTTOM) J" NIA NIA TJ(Borrow) NIA NIA NIA 14(Borrow) 4-•• NIA NIA NIA 14(BOTTOM) • ILSE 6'OC SPACING FOR PANEI LENGTHS URGER THAN 10•- 0'AND USE 12"OC AS SHOWN ON SCHEDULE FOR PANELS LCNGINS EQUAL oR 1;40RTFR THAN 10'-0' •. VALID ONLY FOR UP TO+500, -50.0 p.s.r MAX.ASO DESIGN PRESSURE RAONG WITH IDB•Mac PANEL LENGTHS. �P����A••TJ�/ler FLORIDA BUILDING CODE (Non Nigh Velocity NUrrtcane Zone) N0.44167 c20177II1ECO,INC. 0.050 BERTHA ALUMINUM STORM PANEL L.c i' (2.00" DEEP) D44 M BT �L EC O iwe. EASTERN METAL SUPPLY, INC DAtr. AP 4(j v 4266 WEST RGOS~ f .• �� I,1 TILLIT TESTING f ENGINEERING COMPANT WEST PALM BUCH,R..TJ407 SIQNAL E� esss"ve"xl.se.,P..Los w e 690 s,n vies PHONE (561)209-B26J.TAY(561)841-1716 17-097 nn. (x)e F,e]0.h. (LoeNrl-ISsI —.. malls DIIIMTNO No 0006719 •'R NR •..•r WILTER A TIt11T Jr.,P.E piO re-ae >/1V1 a TL.DA LIc 4A167 MEET 17 OF 17 Owner: Janet Noe Storm Panel on Sliding Glass Door Address: 27 Lake Vista Trail Unit # 103 Port St Lucie, Florida (Vista St. Lucie) 14' 6' LL- Bldg-27 #1 = 6 @ 86" Unit- 103 -s 'r Neighbor's Reg "H" Header Top Unit 2 x 2 Stud Angle Bottom .0.00- =CETVF0 - 2000 Plot Plan Owner: Janet Noe Address: 27 Lake Vista Trail FIEF C(Opy Unit # 103 Port St Lucie, Florida (Vista St. Lucie) RU IVCD STI 0 7 .,i1,8 Sl.Lucie County,Permitting r-------------- 14' 6' I Bldg-27 Unit- 103 Neighbor's Unit 40.00' I - ----_... 2000 -.