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HomeMy WebLinkAboutProduct Approval (5) Florida keilding Code Online ,� https://www.fl `-')uildin,,.org/pr/Pi_app_dti.aspx?param,=w.. app_dti.aspx?paramw._. OW .. � BCIS Home ! Log In f User Registration Hot Topics 1 Submit Surcharge 't Stats&Facts Publications FBC Staff BCIS Site Map Links Search y a6 Product Approval txa USER:Public Userdb r Product Approval Menu>Product or Application Search>Application List>Application Detail fY FL# FL11969-R3 r, Application Type Revision Code Version 2014 Application Status Approved Comments Archived ri r Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley [rodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer W 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 Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. F`X Validation Checklist-Hardcopy Received I Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRWG.15-048.pdf Referenced Standard and Year(ofStandard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D 1 of 2 01/30/2017 12:39 PM Florida iailding Code Online „y littps://www.flc�="q'nlilding.org/pr/pr_app_dti.aspx?param=w... Date Submitted 04/23/2015 Date Validated 04/30/2015 �i } Date Pending FBC Approval 05/11/2015 3 prf Date Approved 06/22/2015 Summary of Products_ __-- J -- j FL# I Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Steel 1 Corrugated galvanized steel storm panels retained or not by Storm Panels(2.25"Deep)-HVHZ- tracks to provide hurricane protection. Drawing Number 15-048 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY i Approved for use outside HVHZ:Yes INC. DRWG.15-048.pdf I Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. ' Design Pressure: N/A Created by Independent Third Party:Yes l Other:Large Missile. Max.span is 8'-6"for+60,-70 p.s.f.ASD Evaluation Reports for panels mounted per sections number 1 thru S and 8, See FL11969 R3 AE EASTERN METAL SUPPLY sheet 4 of installation drawing for other spans and pressures. ,INC._P.E.R._DRWG.15-048.pdf Created by Independent Third Party:Yes 1-......:..........._ ...__......._.... r ...--- --.-._._........_..-----L------..._-- ------ ---..-.....-.......---_._..—.........:......:..I 111969.2 1 O.OSO"Bertha Aluminum Storm Panels Corrugated aluminum storm panels retained or not by tracks to — LHVHZ-Drawing Number 15-049 provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY Approved for use outside HVHZ:Yes INC. DRWG.15-049.1)df Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A I Created by Independent Third Party:Yes Other:Large Missile. Max.span is 10'-0"for+62,-73.3 p.s.f. I Evaluation Reports i 1 ASD and for mountings number 2,6,7 and 8.See sheet 9 of FL11969 R3 AE EASTERN METAL SUPPLY installation drawing for other spans and pressures. INC. P.E.R. DRWG.15-049.Ddf i Created by Independent Third Party:Yes ) ' Back Next I Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 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 a-mail address released in response to a public-records request,do not send 1 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.Theemails 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: ®,.. FCIA ei:tncd M I 2 of 2 01/30/2017 12:39 PM > Ii. GENERAL NOTES: c 1.STORMgP,ANE7].Z0WN'ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)I AS BEEN W£RIRED FOR COMPLIANCE IN ACCORDANCE WITH NOTES TI/f 2014:f(S1hEDINONJ OF 774E FLORIDA BUILDING CODE. 0.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELU47E, CF TAP-GRIP AND CRETE-FLEX S54 ANCHORS INTO CONCRETE I-q BLOCK UNIT SHALL BE 1 7/4;• 1 JIB-FOR ZAMAC NA/LIN ANCHORS. DESIGN-WIND:LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A'�W' D`"SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND B.2) 7/8"G4LK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO 046OMENT INTO STUCCO FOR A DIRECTIONALITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1' NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDIC47ED ON SHEETS 9 THRU 15. MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULRMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.J)MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK. SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO NO EM6EDMENT INTO STUCCO SHALL BE PERMlnED. 1/4-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2-LONG TO COMPARE THESE W/MAX. (ASD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. N ORDER TO VERITY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A JJZ INCREASE IN B.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE F�' \ ALLOWABLE STRESS FOR WIND LOADS WAS LOT USED 1N THEIR ANALYSIS A DURA77ON FACTOR CO-1.60 WAS USED FOR NNGENAND OUUGH T �CH THE MAIN STRUCIRE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDIC47FD ON NOTES VERIFIC4770M OF FASTENERS IN WOOD. O I) N �`--J STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RE5'151ANCE HAS BEEN VERIFIED/N ACCORDANCE WITH SECTION 1626 OF THE (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF 7H£R£COMMEND4TI0NS AND SPECIFICATIONS OF THE ANCHORS ABOVE MENTIONED CODE AS PER AMERICiN TEST LAB REPORTS g 1022.01-96,d 0221.01-01 AND#0616.02-05, PER MANUFACTURER. PROTOCOLS TAS-201, TAS-202 AND TAS-20.7. 2.ALL ALUMINUM SHEET METAL PANELS SHALL H4VE 5052-HJ2 OR 3004-H34 ALLOY. 7. PANELS M4Y ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16(SHEET J&7 OF 15)EXCEPT THAT HEADERS 2,J&4 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS 07HERWISE N07ED. 8. /T SWILL BE 774E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 771E STRUCTURE WHERE SHUTTER IS TO BE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR WOOD FRAME 50018 W/50 ks!YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SEC77ON BUILDINGS. 2411.3.J4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH R£MA/N IN CONTINUOUS CONTACT WITH 5. BOLTS TO BE ASIM A-J07 GALVANIZED STEEL OR AJSI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. THE BUILDING TO PREVENT WINO/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): PROVIDED BY THE JUR/SD/CiTON WHERE PERMIT IS APPLIED TO. (A)TO WSRNG POURED CONCRETE It. (a) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER/S GENERIC AND DOES NOT PROWDE INFORM47ION - 1/4-0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BU/LDEX (REGULAR OR 410 SS) FOR A SITE SPECIFIC PROJECT;i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4-0 CF TAP-GRIP ANCHORS(BERIIA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS - 1/4-0 ZAMAC AWLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. PRODUCT BASED ON THIS RED.PROWDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON - 1/4'0 x 7/6'CALK-IN ANCHORS OR ELCO mo/e&female PANELMATE'AS MANUFACTURED THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS 7H£CONTRACTOR'S RESPONSIBILITY. BY POWER FASTENERS INC.AND ELCO CONSTRUCTION PRODUCTS RESPECTVLELY, (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INWAUD IF MODIFIED. -J/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECL I TY COMPANY. NOTES (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(ED R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-FLEX SS4/S 1 3/4;• USE OF THE P.£.D. ENGINEER OF RECORD,AC77NG AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER,SHALL SUBMIT TO FOR ZAAFAC NAIUN ANCHORS IS 1 J/6 FOR ELCO PAMELM47E ANCHORS IS 1 3/4, /HIS LATTER THE S17E SPECIFIC DRAWINGS FOR RENEW. AND FOR CF TAP-GRIP ANCHORS IS 1 1/4" (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF IHE PROFESSIONAL ENGINEER OF RECORD A.2)7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO THAT PREPARED IT. SWILL BE PERMITTED. 1/40-20 SCREWS USED SHALL.BE 1 1/2-LONG MINIMUM SHOULD STUCCO EXIST,AND 1' 12. SHUTTER MANUFACR/RERS LABEL.SHALL BE LOCATED ON A READILY W57BLE LOCATION AT STORM PANEL IN ACCORDANCE WINMINIMUM FOR WALLS WITH NO STUCCO. SECT70N 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY R77H I A.J)MINIMUM EMBEDMENT OF 1/4 0 x 3/4'ALL POINTS SOUD-SET ANCHORS'SHALL BE 7/8'INTO THE POURED CONCRETE.. SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. _ NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. ' A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE FX/STING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE S84LL BE AS THIS DRAWING SHALL ONLY BE USED TO INDICATED ON NOTES A.1)&A.2)ABOVE tAq, OBTAIN PERMITS IN 7HE STATE OF FLORIDA �1Ei1j 17'..,� (8) TO EXISTING CONCRETE BLOCK W411: ,��''��\��L��. - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LEW BUILDEX. (REGULAR OR 410 S.S.) `V� •.'/�d - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS LI��'•,/ FLORIDA BUILDING CODE (High Velocity Imi ane Zone) - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 ZJAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS INC. :'•.�:• No,44167 02015 IIITECO,[Na 0.050"BERTHA ALUMINUM STORM PANEL F:R.L - 1/4'0 x 7/8-CALK-IN ANCHORS OR ELCO mole&female PANELMATE'AS MANUFACTURED = (2.25'DEEP) DRAWN BY,' BY POWER FASTENERS, INC.AND LEGO CONSTRUCTION PRODUCTS,RESPECTIVELY. :_ W124115 - 1/4'0 x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPEC14LTY COMPANY. EASTERN METAL SUPPLY INC SUPPLY, LNTE -- - -- t`� e y' TILUT TESTING A•ENGINEERING COMPANY WEST PAW BEAG/,FL JJ407 (.a (SIJSJJ-GOBI, AY.L561)SBB-1705J hv G 15-049 '•7�1//I�(�l%A k'a•,i,: E6-OM7/9 urfmry d¢ rtv.W - - ORAW/AG No HdldiLtA144t:t" WALILR A RLN/M Jf.P.E. ae rl-tre W/NAs FLORIN Ue. 767 SHEET I OF 15 1.,?19 (TOTAL WIDTH) 9.1I9•(TOTAL WIDTH) _ 2fro• 'II P Ln°' .p ' *'i[•a"°, 12.000-(Hams WIOIN) i i—B.000'(EFFMAVE WIDTH)—I Z qy< I r7 �3• PY APFLlANr(hP11.500' 1300 I.300' 1.1500• 7IIII- �� I c A 4 wM1� I' afu• a.nJ•� 4t7J' �z`. . 'Tl I + -17 r� fi� e$Q1 ALUMINUM PANEL 1A ALUMINUM HALF PANEL T59' q:n } h' HEADER ® U' HEADER © Q _3' Mox. 'U"BUILD OUT - ,}. J/B•-r' pp .n.- 5.srv0 +T$ Y .r®• L. .Im'. • TD ANOLE R J i 1� 75o F- ON s�»aaasxavN Jaa M°. I I I m r—� �T w .ays• T�—R( L�wnav � " j SEE DETAIL r cw' I .90'D I o I 11 J—L ff Jaao- I—r..,so'—J� � + zaw• -7� F---zam•—� W 5� 3'ANGLE BUILD OUT BRACKET © F• TRACK ® 1 1 f4" MAX. B. O. Q REVERSED F"ANGLE TRACK © F" TRACK ANGLE @9 STUDDED ANGLE sour:J/b'-1' Burr:yb•-r• sass-rs.uon ALLOY sour:J/s•-r scut:J/B'-1' F' TRACK '°'/°"-I' .>So' lXAr£ (j)AT 51wTOP!WE 5 r/R•VEIE/DSID A�F SND T1'P. �•- I;rzs n u rS-nc AMIID ro Anclr ALMW7E 0.0.5;0' —a LEO L=DW, 8 p g I°tZ1LL r m ` 1 _ N Ll AT De/Dih)u LINE h ry FOR I 2W1' h 2 CHWE SCREW TAPOOMM' �/INI WALL 1.75'x0.632'ANGLE WITH Z'x5'(MAXJxffB'STUD DETAIL 1: swo w/DIE CAST zwc 10 1' !r r scut r/X-r ANGLE WITH STUD 14•— � NICKEL PIATED WINO NUT fl 11 3f1fi x7 x14" LONG WALL PLATf ��p - � { rence arp f.Jr7' �,' :. sevc a/Is•-r. 12A ROUND HOLE AT PANEL .d ? mx�p (OPTION TO 12) 13 KEY HOLD;N�ItSNE N$�c FLORIDA BU1LDlNC CODE (High Velocity HuEEicona Zone) LDcr D-p '% i 57 mzars mIEDo INC 0.050"QERTHA ALUMINUM STORM PANEL l.R.L OPTION 1 OPTION 2 r!�•44' (2.25"DEEP) ORAWN BY.0512115 Q -KEY HOLE AT PANEL +4'-" �L E C O�Ne. EASTERN METAL SUPPLY, INC DAM rr f2GB nEsr Ramos BRnt TILLIT TESTING Q ENGINCERINO COMPANY ':n• a T'•�h:- esss Rr.J6rn a sa Jos rswxw a J,rsa --- WEST PALM BEACH,FL.JJ407 15-049 COMPONENTS ' PHONE 561 FAX: S61 BB_f7B0 :i'.' K•��' .�• crow:(JacTen-u.>o. ( )5M-606q ( )5 fJJ�( v I U I'�f1L `Z1V:' EB-0006719 n:w DRAWING M. WALIER A R(LII✓r.P.E. 111i1Ii1111il5111+ FL0R/a1 Li./44167 - /rs - - SNFfT IA OT 15 A .TOP TRACK (SEE COMPONENTS. SHEET IA OF 15). c CONCRETE ANCHORS (SEE SCHEDULE) -- -------: .7 �r " ,1�in. 1 Min. 0 0 0 0 o o ...... _ __- rr _1 _rt__•__r-r_- ___rI i mh ti {j W W J Typ. i W f I w I � I A I I A W a u J ' CONCRETE ANCHORS (SEE SCHEDULE) 1 Min. 1 Min. 80IT0M TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET IA OF 15) SCALE: 1/8"= I' 1/4"Max. GAP 114"Max. GAP,.,„ 9 � FLORlDA BUILDING CODE (High Velocity Hurricane Zane ."S 02015 17L=.mrc 0.050 BERTHA ALUMINUM STORM PANEL F3LL (2.25"DEEP) DRAWN BY.. EASTERN METAL SUPPLY, INC O3/DAM SECTION A-A 24115 1L EC O�IIC. 42se w[s Rams6R E ---'- - -- _ Txur TESTING&ENGINEERMG COMPANY WEST RAW BFAM FL 33m7 SCALE: 1/8"= I• - -- < r- Gus x.v..rcn,.st sx 3m.-cwAsxz a ores- -- ( )st3 ( ) 15-049 /k/ \ •PHONE.' 36J -666/,FAX: 561588-17&1 rr r j/ X�R C ti�' nv»:(J(GJan-rS a. :(.waMrr- a0uvm nrt art f C, ES-MOS719 6RAW/NC No n f`h J ''11 fit•4�p` WALIER A 77LUr Jr.P.E wo rr-ara WiA/n Uf�{yr�v�li� FLORIDA tic./1,167 SHEET 2 W75 � A y 9 Cone CONCRETE ANCHORS CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) SEE SCHEDULE (SEE SCHEDULE) NC U R'` ( ) I.125J 3 Cont. 3 coot. .500' _1.250• N M-. NMox. _ r4COMO Max. RRE 4 I POURm o 0 _ POURED W CONCRETE w CONCH W �� w I I 2 REQUIRED i 1 REOUlRED� i REO\ED T.,.r-REQUIRED.as I -\ !. m SEE SCHEDULE FOR I W 1 Ar.mS1.77. j SEf SCHEDULE FOR 1 SEE SCHEDULE FOR I I W Mm.SfPARABON - I I Min.SEPARATION I I 8 x TO GLASS TO GLASS y 41 w � w � SEE SCHEDULE FOR u o WW 1/<'m-2D x 'x I I b I I W uin.stPARnnoN I Y earls w. 7/3 I I r V TO GLASS I b J/JZ'WING NUrxa 'a I I 7/8•x J/J2• �+ OL O.C. a ETNG NUT } 1/4 m-20 x C.J!4' I EVERY SND I 1 a fTDCTS W/7/e x O 12'O. +i J/J2-WWC NUT O . i ' I 12.0.C Tut I II I � � k Cont. 9 PoT/R 1 CONCRETE o CONCRETE I I I CONCRETE CONCRETE o I I OR CONCRETE / I OR CONCRETEcj I I OR CONCRETE I I OR CONCRETE BLOCK WALL W BLOCK WALL W REQUIRED I BLOCK WAIL W MOCK WALL W 1.I REQUIRED I NEOU/RID —� i REQUIRED II � .556' .SRJ" r_, !L/25, . 1'/ a-20 Y.SCONCRETE ANCHORS! CONCRETE ANCHOR CONCRETE ANCHOR NUT O 12.O.G CONCRETE ANCHORS (SEE SCHEDULE) 6 ConL (SEE SCHEDULE) I (SEE SCHEDULE) (SEE SCHEDULE) 9 Canf. WALL MOUNTING INSTALLATION SECTION®ANCHOR BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 SCALE:3/8•- 1 SECTION 3 SCALE:JIB'— 1- SECTION 4 srvE:JIB"_ ,- t 'a II 1 � I � E.A- EDGE DISTANCE POUR Cj (SEE SCHEDULE ON C CONCRETE_ E 7/B"x J/JZ' SHEETS 10 do 11) W O BLOCK WAIL NING NU/O REOVIKW EVERY STUD O fZ"0.r- I a NOTE FOR COMBINATION OF SECTIONS: ;�':v'L;• �vEI'�S' �� FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) 9 Cone WALL MOUNTING SECTIONS CAN BE t, ••'• CM15 nLTECO.INC. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L. COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION. No.44167 (2.25"DEEP) DRAWN s✓' SECTION 0 STUD .' •:.I..:•: 03/24115 IL E C O,No. EASTERN METAL SUPPLY, INC DATE. WALL MOUNTING INSTALLATION ti. _ _ 4268 WEST ROADS DOW SCALE:J/B'=I' ! kl nLUT TESTING(t ENGINEERING COMPANY NT57 PALM 11FACLt.FL JSI07 SECTION 1 15-049 SM J6f.Y>.oru GVtnpq.t7 LI66 ppNE:(561JSJS-606I,iAx:(SBI)SBB-47H0 •`dl�, l • /"�' FMa:(.n1 r--000 fu:1J6!)e)r-1.lJI STUD -.� l•!r• •• ••C.•?,•i• B-OOOG7t9 ox¢nxn our o7¢wom urt DTtAW'WG Nv NOTE:WALLL OF SECTION 0 MOUNTING INSTALIATIONYALID-SE�2(TOP) .jr1�rl Irllt11111'•Y''i+t WAt ROR/dl LR /LLR`Jr-,6 vro rr_nv SHEET J or I5 " 7 r OR ELC41-IN OR ALL POINT SOLID--SET ` CONCRETE ANCHORS E.D. PANELMATE OCO RCr TM-GRIP ( .• ,• I. CONCRETE ANCHORS E.O. - TTT, 10 ConE !/S'0-20 S.S.MACHINE (SEE SCHEDULE) (SEE SCHEDULE E D. (SEE SCHEDULE) f CONGWE;IEVWCNLWS BOLT W/NUT&WASHER \ r �I (SEE SCHEOUl FJ A I2'0.G \1- POURED CONCRETE `�I I I I POURED CONCRETE I C�,�w- _;�..-,.- -Rr _ $ /"Lfm. o^ REQUIRED —EQ.-1 EQ. REQUIRED f POURED — CONCRETE o -� :.,•�. o C r OR CONCRETE W POURED I I �^ BLOCK WALL IALTRRNATE REOUfRED c91,1cRETE;..-_�.;:1W I I I tEc LocanoN CREOU/RSJ' I q I A Ca^f Cone a I i 1111q...0 I 8 ConG •y. I w I I z %4'BOLTS W/ I 2 17/.Ox J/J2 Z W SEE SCHEDULE fOR I 1 r^ I I I 4i I WWC NUT O I I I W Min.SEPARAnON I 1 iT I I 1 12. .G 4 4, r TO Gnush 1/4"m-20 x J4' � I i j BotTs w/r/B I I z I c, 3/32'fWNC NUT I SEE SCHEDULE FOR rJ' LSE£SCHEDULE FOR I SEE S.FOR A !2'0.C• I Hin�S G A"o, --11 Min.SEPARATION I I -'1 Min.SEPARAT»N I Z 7D CLASS I W I TO CLASS I el ALTERNATE I I I 4 I I I n LEG LOC4170N I I I 7/B'x J/JY d 4 I 1 I I E STUD 1 1/4-m-20 x --(D B j 9 O lz"0.C. ;/q•QOL75 I 1 i 1 /B'x J/J2 POURED a coot. I ^r•POUREDT I rz oN c o I COO" NCO�ORElf o I I BLOCK WALL �i OR CONCRETE o CONCRETE W I .. ... I 1.125" I I T Cant REQUIRED I UIRED 1Y11 ZA POURED CONCRETE T RTURED T I REQUIRED CONCRETE REQUIRED CONCRETE ANCHORS� / I L!/6"0-20 S.S MACHINE CONCRETE ANCHORS E.D. CAL-IN OR ALL POINT SOLID-SET (SEE SCHEDULE) 10 ConL BOLT W/NUT&WASHER (SEE SCHEDULE) CONCRETE ANCH0R5 OR ELCO ma/o//&. A 12"0.C. (SEE SCHEDULE) E D. PANELMATE OR CF TAP-GRIP (SEE SCHEDULE) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. Me) — SECTION 5 smE:J/B•— !" INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:J/B'= 1 SCALE:3/8' 1• SCALE:3/8"= 1" ni E.D.a EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10& It OF 15) ,,.'`S_.•' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) NOTE FOR COAlB/NADON OF SECTIONS: 02015 DUET,INC 0.050"BERTHA ALUMINUM STORM PANEL F.R.L WALL/Ti00R/CE7LING MOUNTING SE 777ONS CAN BE N ORAWN'Or.. COMBINED IN ANY WAY TO SUIT ANY fNSTALLITION. ;¢ NO.44 :- (2.25"DEEP) 0!/24113 EASTERN METAL SUPPLY, INC D,TE. nLCTT IL571NG&ENGIN£CR/NC COMPANY WEST PAIL BFAGI,TL.561)S PHONE, 15-049 6W M.M.J6N.SCt�Ste.J0.f.N^'aMl GVdYM,Fl STI66 _ "j`l AIGP .•'�i:: P�mar(J65p.r_rsw.Ibrr(JW,b>r-rYr (5Dl)$JJ-G061,FAY:(561)$88-4780 �✓�ij) ..�:'(� ED-Onuir Arromw Due DRAWOJG No r✓.�;/11 p• �y: WALTFF A k-1✓e.P.E a0 rr->1n a'AWu ✓eTrlr f f�C+1�`�••� nOMD1(:e S 44167 _ _ _ _ SNCET 1 OF 75 •5 ww > , ry✓' CAL(-IN OR.ALL.POINT SOLID-SET OR c CALK-IN OR ALL POINT SOLID-SET OR ELCO mole//ama/e PANELMATE pR CONCRETE ANCHORS �_w•ter ELCO mab/Icmob PAN=,Irr OR ELLO male/Icma/o'ANEWATE PLUS E.0. � �- ELCO male/(cmob PMLEWATE PLUS ®�y(1/4 C-20 SIDEWALK BOLT OR A Y pp Ry7E ANpLLpRS Q� 61/4'-20 S/DEWAU(BOLT OR O W/f(�W/1/4 0-20 TRUsSHFAD BOLT f+ POURED 1 SCHEDUL �LJ�/1(/IYIV4'0-10 IRU55HFAD Bt1LT+♦ (SEE SCHEDULE'FOR SPACING) / CONCRETE +'( _ (SEE SCHEDULE FOR SPACING) 1 1 NG NU>S O 72'O.C. REWIRED E0. I 1 EO: _ a 1 - _ I I I 1; CONCRETE 1" I I I c { h RED uaED ,g I p I I I I I 4 Cont. _�,�•., :a•�r`-3i II ,I 4i III III Ec POURED POE CONCREE CONCRE REQUIRED REQ W I I IiI - Exisnkic I I to CLASS sEE SCHEDULE FOR I I I y I I I urn.SEPARATION I I I SEE SCHEDULE FOR I TD CLASS I I SEE SCHEDULE FOR I +EM,.SFPARAROFOR I I �yY I- Min.SEPARATION I I I Min.T SEP ON I TO CLASS I To CLASS I = 1 I W y I � i E 1/4'0-20 x I-SSAM I ' I I 1/4'0-'2'0 1'"&&'US. W/7/8'o x J/ W/7/8x /32 Iz3OCWING NT A z 0.G I 1 I I I I 7/8"®x J/J2'WING HUT 0 1 4 EW 2 o c I 1 7/8'0 x 3p2' x wurc Nut A I 1 --^^ I EVERY STUD Alro.c. � CONCRETE I I CONORRE I POURED CsI OR CONCRETE I I OR CONCRETE 1 CONCRETE 4i I I 10 I I BLOCK WALL B LOCK WALL 4 OR CONCRETE &OCK WALL I Lont 1 I REQUIRED yT I I REQUIRED Q I REQUIRED I I I ALTERNATE LEG h I I � I coalnoN I I I e7s" CONCRETE ANCHORS " 3 1 1 (SEE SCHEDULE) �- Y` POURED.375' -/ .375' 9 I ICONCRETE I 1' �IF OF CONCRETE ANCHORS CONCRETE ANCHORS J Cont, u1 REDU/RED I I "UlAg(E (SEF.SCHEDULE) (SEE SCHEDULE) 6 B Cont. CONCRETEANCHORS E.—I Cont. (SEE SCHEDULE WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION CEILING & FLOOR MOUNTING SECTION 9 SECTION 10 SECTION 11 INSTALLATION SECTION 12 SCALE:3/8-- 1' SCALE:3/8'- 1' SCALE:3/8'- 1 SCALE:3/8'- 1' \\llp;li7litT/;r(( E.D.a EDGE DISTANCE •4`.•.....•,•.�� SHEEETS 10�III of is : CNSE % FLORIDA BUILDING CODE (High Velocity Hurricane Zone) ++ V 02015 TXTEC0.INC. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L. SIDE WALK BOLTS ARE 3/4 o WICK xJ//J2" •' HEAD MALIfINC SCREW W/LENG7N zgA;18� .t; _ (2.25"DEEP) ORAwN BY NOTE FOR COMBINATION OF SECTIONS: AS PER NOTES A2&112(SHEET 1) �•�' L OJ/24/15 WALL/FLOOR/CETLNC MOUNTING SECTIONS GW BE 7RlI+SS HfAD ROLTS ARE f/2bxf/87Hrcx 'Y= EASTERN METAL SUPPLY, INC a,M COMBINED 1N ANY WAY TO SUIT ANY INSTALLATION HEAD 167CHLNE SCREW W30N'GM �� ,'y�.`* 4268 WEST ROADS ORNE --- AS PER N07ES A.2&B2(SHLF/f) �/ ��. TILMT TESTING&ENGINEERING COMPANY WEST pAU/RFitG{,(L JJ407 ( ) ( ) 15-049 /l0.5)OTI_I ,(.1a'.J9n_I441 PHONE S6I S.TJ-6061,FAN: 561 SPB-47B0 V:[�.��•: Yi�'`��•• ER-p006719 pq DRAWING No AA':j;..'- %,\::'�•i_'\\� WALTERA RLLir Jr.P.E. _ •�J.1< \ Aa 11-T19 WIT n! r,•.1_fl llijl\�• FLORfM Lie./44167 SHEET 5 OF 15 (� 1 � .1 I� 14 .1 i f• CONCRETE ANCHORS (SEE SCHEDULE) CONCRETE ANCHOIR`) (SEE SGIEDUCF)-\ 1 1/4 Ml'N. 2' J 1/2BRICK MWER �''� "� PENETRATION IC MAX MAX � `•' 8 2'TO CONCRETE _ )S COPoC� POURED W A a' R£W/R£D 2 Conf. CONCRETE W REWIRED I 2 Canl. ^e I I I I W IXG[ASSNrG GLASS� I 1 ^a J' G SEE SCHEDULE FOR I 1 q F I sErw"nON I SEE SCHEDULE FOR N I 70 CLASS I L7 l 1 I I kin.�SE�N I 'T PoUR£D CONCRETE 1/4 W'ELCO mob tj OR CONCRETE BLOCK PANELUA7E TYAS ANCHORS IXISlfNC I I I I r A I W STEEL ANGLE LINTEL WALL REWIRED (St£SC, FOR SPACING). AS APPLIC4BUF I I I I I I t I DETAIL 2/7 I I I I 7/4'0-20 x 1'S.SM.S W/7/e m x SEE SCHEDULE FOR .. I WINC i L;® 12 0.C. wn.SEPARA770AF ---.. ... TO CTASS I o I § 1/4'0 70 x 1'S.SM.S I W I u I I a w/7/8'm x 3/sz' WI/LC N'UI'O 12'O.-C. I k I Z I IXISRNG I POURED rBRICK SILL CONCRETE I r/4•m-lox 3/4' I 4 BLOCK WAIL oOR CONCRETE I BOLTS W/71810. ., REQUIRED I CONCRETE I J/J2'WING NUT 9 I W I ON CONCRETE I 12'O.a I I BLOCK WALL o I I REQUIRED W 1 1/4'MIN. o _ I I I To I CONCRETE ANCHORS r 375' PENETRATION �BLOCK I '" FL4SNNC AS I (SEE SCHEDULE) &2-TO CONCNE7E I APPLICABLE . I 6 CONCRETE ANCHORS — 175' Cont. (SEE SCHEDULE) INTERIORLY RETOVABLE PANEL( W/ SIDEWALK BOLTSLSSEE DETAIL 2) I Cont CONN 7tD TC I THRU 5/Bb I f I I IOCES Al 1 O 6-O.0 k FASIENEO SECT/ON 14A SECTION 14B Al REw w 07/�°`JSDEWAAIK BOLT. I I r J 1/2'� WALL MOUNTING INSTALLATIONS M9c Mox.£xlrnNc SECTIONS 14 BRICK SCALE J/8'= r' vawaT POURED CCOONCCLR\Q�—L�� 44.£,0,8 Te`rvCOns aNCHORs � INSTALLATIONS VALID FOR PANELS SED JOINTLY WALL REQUIRED (SEE SCHEDULE FOR SPACING). WITH INTERIORLY REMOVABLE PA ELS BUILD OUT INSTALLATION E.D.= EDGE DISTANCE �v� G,,..... C/T Air- FLORIDA BUILDING CODE (High Velocity Hurricane Zane) SECTION 13 (SEE SCHO 'ON >\\Q v SHEETS 10&11 OF 15) V ��GEN Q y 0207s mrEco,INC. 0.050"BERTHA ALUMINUM STORM PANEL FR.L SCALE 3/8'= 1" F (2.25"DEEP) DRAWN BY: NOTE FOR COMBINA77ON OF SEC77ONs: EASTERN METAL SUPPLY, INC DT/DA2'Ers WALL MOUNTING SECTIONS CAN BE .. �//y,- I L E C O 1 M C. 4268 WEST ROADS DRNE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. "'`�' J{(•?I L Qr 7ILUT TESTING&'ENGINEERING COMPANY WEST PAW BEACH fl.JJ407 .C^" xrr..wu.sr.ss mx wro,A 6vmaus rt,Inc. 15-049 •'''�•'• 1�r� •r?cI ar=,.:T.rosJ9Fr--"r•.:(w.rNlr-alr PHQVE:(ssr)sJJ-sos1,rAr.(561}see-4780 i�•��•r 11'U� '••n-l:i�" F8-0006779 ¢xera nff ORAWWC No !,(,• WALTER A MLIT Jr.RE ROR/LA Uc.$44167 - SHEET 6 OF 15 �6L1JTJ7Jiiii2yi�4\°• h u r � •-r V (• i n ,• 1 CONCRETE ANCHORS CONCRETE ANCHORS (e :- CONCRETE ANCHORS E.D. CONCRETE ANCHORSE O. (SEE SCllfaulE) E. p, (SEE SCHEDULE (SEE SCHEDULE N (•SEE SCHEOULE) POURED POURED P,OU.RED CONCRETE I PoURED CONCRETE CONCRETE CONCRETE E7t1_.CrfOUIRED EQ. EQ. REQUIRED EQ.-? EO.--' REQUIRED EO I - REQUIRED E0.-I ,y I I—OConL. I i 4 coot. I � —®Coot. -{ I I ! =N I SEE I , 70 CLASS I I W SEE SCNED(2E FOR SEE SCHEDULE FOR , ,,I[E= H I Nin.SEPARATION I I- Min.SEPARATION I 1 W SEE SCHEW[E FOR I 1 q, I TD GLASSIO CYASS I = W W I Min.SEPARATION ` 7a GLASS I NI DETAIL "' I DETA'12 I t I h I 7/8'0 x J/J2 i WNG NUT 0 a t t I y 7/8'0 x 3/72' I h I t t o 12'0.C. I , I EEVVERRYNm o I t j I 7/8,0 x J/J2' o-- I WING NUT® o r2'D.C. , t Conf. I I 7/8'0 x.J/J2' L I I EVERY STUD I I WING NUT O ® 12 0.G I EVERY STUD I h I 9 I ,,/ C Dt L I I ® J2"O.C. , cool L i ALTERNATE LETor o I PoURED CONCRETE /• SLAB IF I `� � --_ Cont. L I `\ Y REQUIRED ,, APPLICABLE I I EDGE OF EDGE OF ALTERNATE LED 'y E.D. I I SLAB IF �Lf7FlIN)N a I CONCRETE ANCHORS _. 1 (SEE SCIRDux REQUIRED CONCRETE I I I' APPLICABLE u /--,U,--M I I APPOGB CONCRETE ANCHORS CONCRETE ANCHORS ^ (SEE SCHEDULE) ..E D. REQUIRED (SEE SCHEDULE) F,_E.D. I /I 1• I POURED CONCRETE ANCHORS J INTERIORLY REMOVABLE PANEL(DW/ u CONCRETE u SECTION 15A SECTION 15B SIDEWALK BOLTS,4EE DETAIL 2) REOUIRm (SEE�"EVYI I' CONN /0 TD 1 TNRU 518% CEILING & FLOOR MOUNTING INSTALLATIONS HO ES AT ®6.O.D&FASTENED SECTION 16A SECT/ON 16B INTERIORLY REMOVA&£PANEL( W1 AT REAR W 7/B%rJ/J2"W7NC NUT SIDEWALK BOLIS�DETAIL 2) SECTIONS 1 S A EVERY SIDEWALK BOLT. COA LED TO r THRU 5/8'O SLUE;,/B-= I' CEILING & FLOOR MOUNTING INSTALLATIONS Ar RE AT 1 A 6'O.0&FASTENED AT REAR W 7/8%x7/J2'WING NUT SECTIONS 16 °EVERY SDEWALK BOLT. .1875, 1/4=2O 1'SS.68XlTAfK eq.TS. SCALE 3/8'_ /' W/J/4'SLOTTED ITEM,fIXEO� I I w/Q1pRY RLIO✓A&E I IHRII Ill'HOLE®O 6'6.O.0.G , 7/8'0 x J/37" W/I/4'-20 U7 AT RF.44. MOVABLE INSTALLATIONS VALID FOR PANELS(I)USED JOINTLY a o C.. I I P"�t WITH INTERIORLY REMOVABLE PANELS EX I i Nl _ I I Na ��� FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone) L1Cfj1Ts'•. ozols ntTrco,INC. 0.050' BERTHA ALUMINUM STORM PANEL FR.E E D.- EDGE DISTANCE DRAWN BY. (SEE SCHEDULE ON lt�•�'.;• No. 2 (Z.ZS"DEEP) SHEET 10& II OF Is) = O7/z4/1s IL E C O�Ne. EASTERN METAL SUPPLY, INC D,TE. 1/I'HOLE O 6.ac. Q•• I T y� 436i IM 8 ROA4CH DRAT J34 .050" NOTE FOR COMBINATION OF SECTIONS: :.;/, "UJT TESTRIG&ENGINEERING COMPANY W157 PAIY BEACH.El.Jld07 15-049 (((///"' 6119 HY..Tq1�SL Se,..103 NlUW GIA9MS.2 JTI66 PHONE•(MI)SJJ-6061•FAY;(561)5BB-4780 DETAIL 2 - 1NSTALLA770M OF 4 x 1 :(Tro en-uuo.r:ryns)an-rsTl o�r d r o uwNc No .j:",i,A,'••..., ,v�4�` ED-0006719 SHEET 7 os Is t/. FLOOR/CfIUNC MOUNTING SECTIONS CAN Bt Sf G 'nI Q ',�; nR A 77LLR Jr.P.E. SIDEWALK BOLTS O REMOVABLE PANEL AL COMBINED!N ANY WAY TO SUIT ANT fNSTALfAT/OM E'Irj;,�i`t.,y t�,� rtoaw u�./44167 t 1 1L1A171LWX ASD DEIGN PIZRSSC�F' RATING (psf) A�►D CORRESPOND MlAja f&ANCHOR SPACING SCHIDU/E FOR INsTALLaTIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTCTRFS ~� A w A;y46A/ MYriVW AM/lLTr3�ACMC FTXF E D.-J 1/2•• 7P��£ro SEC7WA5/& uarAtlLY PANLL xLT7.QM IAFCOIl6 CTtE7E--FLEX S54 ZAI/AC IL1AdF l:lUf-N Sotm� IF TAP-[i4P PAIXLU47M PAAVT TE PLUS tJ0 SS iAPCCW ANY COMBNAINn LE14Dl i'(R) PAr ) E O. =E710E DISTANCE �.�1 a ro avfEAErE ro eLocX ro mrtreTr ro Li0Of ro NM;liE1E ro L+SDfX ro DONoarr ro 6LOIX JAV/A ro L3DEJ( ro LlNlOI£'IE 7D eLGar ro carKALTE ro mcrK ro caNazrE ro HDa( ro oawrEs ro Laoor of RaLI 6" N/A N/A N/A J' N/A 6" N/A N/A J//2" N/A 2 1/2" N/A N/A N/A N/A N/A I(TOP) 12' 4' N/A N/A 10' 6' I2" 6' N/A 12" 4' 9 1/2' 7' N/A N/A N/A N/A I(80770M) a w '-'•' ;;;ggg 72' N/A N/A N/A 10' N/A 12' N/A N/A !2" N/A 9 1/7' N/A N/A N/A N/A N/A 2(TOP) 4- N/A N/A 10, 6' 12' 6' N/A 12' 4' 9 1/2' 7' N/A N/A N/A N/A 2(BOTTOM) N/A N/A N/A 10' N/A 12' N/A N/A N/A 12" N/A 9 1/2- N/A N/A N/A N/A N/A J(TOP) 12' 4- N/A N/A 6" 6" 12' 6" N/A N/A 12" 4- 9 !/2' 7' N/A N/A N/A N/A J(8O710M) FG5.0• -77.0 12' N/A N/A N/A 10' N/A 12" N/A N/A N/A 12- N/A 9 7/7' N/A N/A N/A N/A N/A 4(TOP) 9•-0"OR Lf55 12' 4- N/A N/A 8" 6' f2' 6- N/A N/A 12' 4- 9 1/2' 7- N/A N/A N/A N/A 4(BOTR7M) 12' N/A MIA N/A B" N/A 12' N/A N/A N/A 12' N/A 9 1/2' N/A N/A N/A N/A N/A 5(TOP) 12' N/A N/A N/A 7- S' 12' S' N/A N/A to, 4' 7 1/Z' 4- N/A N/A N/A N/A 5(BOTTOM) T N/A N/A N/A 4 1/2' N/A 6" N/A N/A N/A 7- N/A 5- N/A N/A N/A N/A N/A 6(TOP) 7" N/A N/A N/A 4 1/2- N/A 6' N/A 9" N/A 7" N/A 5" N/A N/A N/A N/A N/A 6(BOTTOM) 6" N/A N/A N/A 4' N/A 5 1/2- N/A 9' N/A 6" N/A 4 1/2- N/A N/A N/A N/A N/A 7(LOP180770M) N/A N/A N/A N/A N/A N/A 12- 6' 12' 70" 12- 4' 6' 4- N/A N/A N/A N/A 8(TOP/ROTTOM) 6 1/2- N/A 12' N/A N/A N/A 6' N/A 9 1/2' N/A N/A N/A 9' N/A 9" N/A 7 1/2" N/A 7(TOP/BOTTOM) +65.0,--720 N/A N/A N/A N/A N/A N/A 12' 6' 12' 11" N/A N/A 12' 6- 12' 6- N/A N/A 11(TOP) 9•-0'OR LEDS 12' 4' 12" 9' N/A N/A 12" B' 12" f1' N/A N/A 17" 7' 12' 6 1/2" 12- -5- fI(BOTTOM) 6' N/A N/A N/A 6- N/A 6' N/A 12" 10' 6' N/A 6' N/A N/A N/A MIA N/A 2(LOP) 6' N/A N/A N/A 6" 5 1/2" 1 6- S' 1 N/A N/A 6" 4' 6" 6- N/A N/A N/A N/A 2(BOTTOM) 6" N/A N/A N/A 4- N/A 6" N/A N/A N/A 6" N/A 5' N/A N/A N/A N/A N/A 6(TOP) 62.0.-7J.3 6' N/A N/A N/A 4- N/A 6- N/A 6" N/A 6' N/A 5- N/A N/A N/A N/A N/A 6(BOTTOM) 9'0'TO 10•-0' 6' N/A N/A N/A 5" N/A 6" N/A 8' N/A 5 1/2' N/A 4" N/A N/A N/A N/A N/A 7(7OP/B0TT(7M) N/A N/A N/A N/A N/A N/A 6- S' 12' 10" 6" 4- B' 4" N/A N/A N/A N/A 8(TOP/BOTTOM) ' I(BOTTOM) N/A N/A N/A N/A N/A N/A N/A N/A 12' 10' N/A N/A N/A N/A N/A N/A N/A N/A 10.(IOP) It(TOP/Borrav) `` °e�LusuulollaA 7, " Lie, < s af �o cP, .� y ANCHORS LEGEND :'�7J: �� s MMMUM ANCHOR SPACINGS ARE GAUD FOR J 1/2"EDGE`DISTANCE.FOR E.D.LESS THAN J I/2. µEHOR ME ANCHOR REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOUCIONG FACTORS SPAGNC J . 7 / (NOTE M'n.1. FOR CAIX-IN ANCHORS IS 2 1/27 FOR THIS OPERI710N W 6E POS/BLE,REDUCED SPACING OLTTAWED USING rACTGR SHALL NOT BE LESS TMN LONWW SPACNC INDKAMD FOR EACH ANCHOR T)PE AT ANCHORS LEGEND. OF TAP-GRIP,PANaWTE OR P J'O•ANEL947E PLUS. •TL ` . FACTOR G,{I!-fN 25' • ''7%J� il 4L�0.ti�`O�'` ACTUAL E D.REGUAR TAPCON& ZAMAC NAIIJN.CREW-FTE1'SS4& CVX-IN SOLID-SL7 CF TAP-GR SOLID-SEr J.5' (,1° 410 85.iAPCON PANII.ALITF OR PANELMAIE PLUS. FLORIDA BUILDING CODE (Nlg�i 'V491oc1tja Vurricone Zone) J' - .B6 .75 .78 1.00 CRETE RLX SS4 6.0' 02015 RLTECO,Na 0.050"BERTHA ALUMINUM STORM PANEL FR.L 2 1/2' - .77 .50 - .l70 REGULAR&4f0 S.S.TAPCON IN BLOCK 4.0" (2.25-DEEP) DRAWN Ln. 2 - .50 - REGULAR&410 SS OPCON IN CONCRETE JO' OJ/24/f3 1 1/2• 0.35 - - - lI E C 0.... EASTERN METAL SUPPLY, INC DATE. 4268 WEST ROADS VANE TILL?TES77MC&ENGINEERING COMPANY WEST PALM BEACH.FL 33407 15-049 ai55 JtN.—6 —=1mr4p 6Aama R 37J66 PNONE.•(561)53J-6061.FAX.•(561)SBe-4780 Fl or:1.NUJ"FD-000r-I370.Fa9:(X p...... _ URAWTNG NO 67I amoru Pur WALTER A.DLUI Jr.P.E FLORIlLi Uc./H 167 aVfJNf 58CE7 I7 OF 15 � f /T1 Ll ECG INN. TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com EL P.E.License No.44167 EL E.B.License No.0006719 PRODUCT EVALUATION REPORT i REPORT NO.: 15-0407.10 DATE: April 7, 2015 k ! ' PRODUCT CATEGORY: Hurricane Shutters a PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906)to the Eastern Metal Supply, Inc, Rule Chapter No. 6.1G20-3, Method 1 D of the i Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that { required by the Code. :This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-049, titled""0.050" BERTHA ALUMINUM STORM PANEL (2.25 'DEEP)", sheets 1, 1A thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter A,Tillit, Jr., P.E.; dated 03/24115. This drawing is an integral part of this ;Evaluation Report. a,3elS9b�1:Fi?ff6t rQ• .I,r ' ."CC M •'?ard�C6�08Ci !0til1'°Y�� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -Fax: (305) 871-1531 'f PRODUCT EVALUATION REPORT NO.15-0407.10 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 and TAS 203 as per section 1626 of the Florida Building Code. Uniform static loads as per section 1626, per Protocol TAS 202. Test reports prepared by American Testing Lab of South Reports No. 1022.01-96, dated November 8, 1996, signed and sealed by William R. Mehner, P.E., Report No. 0221.01-01, dated May 02, 2001, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., Report No. 0616.02-05, dated September 14, 2005, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Y Tensile test reports No. 1 CM-384 dated March 26, 2001 sig ned and sealed by Robert Kelley, P.E. and Report No. 5IM-927 by QC Metallurgical, Inc., dated September 20, 2005, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25" Deep) for maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 09/07/05 and 03/24/15, signed and sealed by Walter A. Tillit, Jr., P.E. i 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per _ TAS 201 Protocol. j 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 9 of 15 of Product Evaluation Document (P.E.D.), drawing No. 15-049. Maximum Anchor Spacing shall be as indicated on sheets 10 and 11 of 15, of Product Evaluation Document (P.E.D.), drawing No. 15-049. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2, thru 9 and 12 thru 15, -of Product Evaluation Document (P.E.D.), drawing No. 15-049. Minimum separation to glass shall be as indicated on sheet 9 of 15 of Product Evaluation Document(P.E.D.), drawing No. 15-049. d aq (�lC`/�' r I i Masteller, Ml....�r & Taylor, Inc. 1655 27th Street, Suite 2 Vero Beach, FL 32960 Phone: 772-564-8050 Fax: 772-794-0647 e-mail: dt5243@bellsouth.net Invoice To: Mr. John F. Galbraith G L d � z Invoice#: 4742-16652 5301 Bowling Green Drive Date: 1/31/2017 Fort Pierce, FL 34951 F'9 - 1 2016 Project ID: 7173 Public works Terms: Net 30 Days •St. Lucie County, FL Job Description: ---- Professional surveying services rendered to perform a boundary and topographic survey including the location of existing improvements and form board for detached garage on Lots 12 & 13, Block 11, Lakewood Park Unit 2 located at 5301 Bowling Green Drive, Ft. Pierce, Florida. i • Boundary &topographic survey.. ................................$750.00 i Total Amount Due..........................................$750.00 Make Checks Payable-to Masteller, Moler& Taylor, Inc. - Please remit a copy of this invoice with your payment. Thank You! Please Note: No final documents or drawings will be released without payment in full.All payments are due upon receipt. All accounts past 30 days will be subject to 2%monthly interest and a$25 administrative service fee will also be charged for each monthly Statement of Account issued after the work is completed or suspended by either party. Accounts past 45 days will be subject to lien, unless other arrangements were made at time Contract was signed. (See Contract Standard Conditions) Masteller, MI , ►r & Taylor, Inc. 1655 27th Street, Suite 2 Vero Beach, FL 32960 Phone: 772-564-8050 Fax: 772-794-0647 e-mail: dt5243@bellsouth.net Invoice To: Mr. John F. Galbraith �,�E , , Invoice#: 4742-16652 5301 Bowling Green Drive Date: 1/31/2017 Fort Pierce, FL 34951 Project ID: 7173 Public via:-FPS Terms: Net 30 Days St. Lucie Coup t,, rL Job Description: Professional surveying services rendered to perform a boundary and topographic survey including the location of existing improvements and form board for detached garage on Lots 12& 13, Block 11, Lakewood Park Unit 2 located at 5301 Bowling Green Drive, Ft. Pierce, Florida. • Boundary. &topographic survey..................................$750.00 1 i TotalAmount Due..........................................$75o.00 Make Checks Payable-to Masteller, Moler&Taylor, Inc. - I Please remit a copy of this invoice with your payment Thank Yout f Please Note: No final documents or drawings will be released without payment in full.All payments are due upon receipt. All accounts past 30 days will:be subject to 2%monthly interest and a$25 administrative service fee will also be charged for each monthly Statement of Account issued after the work is completed or suspended by either party. Accounts past 45 days will be subject to lien, unless other arrangements were made at time Contract was signed. i (See Contract Standard Conditions) I I i Planning&Development Services REVIEW COMMENTS Building&Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL. 34982 Phone:(772)4622172 Fax:(772)462-6443 Page 1 PROPERTY INFORMATION Address: 5301 Bowling Green Dr Owner(s): John F Galbraith City/State/Zip: Fort Pierce, FI 34951 Parcel#: 1301-602-0021-000/8 Jurisdiction: SAINT LUCIE COUNTY ' RS-4 Lot#: 12 Block: 11 Zoning: 4PPLICATION INFORMATION Permit Number: 1701-0100 Stories: Automatic Sprinkler System? No Permit Type: BUILDING(MISCELLANEOUS) '.CONTRACTOR INFORMATION Contractor Name: Fak Number: i Business Name: Email: Business Addr: ,City/State/Zip: 'REVIEWS AND COMMENTS Review Type Status Reviewed By Date Started Date Completed Date Released ,DOCUMENTS MISSING PENDING' Deanna Givens 1/6/2017 1/6/2017 Comment: NOTICE OF COMMENCEMENT 1/6/2017 Comment: VEG PERMIT SENT TO ERD. VEG PERMIT IN,DRAWER UNDER"G"FOR GALBRAITH ENVIRONMENTAL REVIEW COMPLETE Ben Balcer 1/9/2017 1/9/2017 1/9/2017 Comment: :FRONT COUNTER REVIEW COMPLETE Deanna Givens 1/6/2017 1/612017 1/6/2017 Comment: i PLANS EXAMINER REVIEW INCOMPLETE Gfa-Engineer 1/26/2017 1/27/2017 Comment: ASTA INDUSTRIES ROLL UP DOOR FL 8888.1 PRODUCT APPROVAL IS EXPIRED.PLEASE PROVIDE NEW PRODUCT APPROVALS WITH INSTALLATION INSTRUCTIONS.TWO COPIES ARE REQUIRED. omment: ELIXIR SWING DOOR FL 17996.3 14X14 WINDOW IS REQUIRED TO HAVE WIND BORNE DEBRIS 1/27/2017 PROTECTION.PLEASE PROVIDE'SHUTTER SYSTEM PRODUCT APPROVALS OR REPLACE WITH IMPACT RESISTANT DOOR SYSTEM AND PROVIDE CORRESPONDING PRODUCT APPROVALS WITH INSTALLATION INSTRUCTIONS.TWO COPIES ARE REQUIRED. omment: POCAHONTAS WINDOW FL 12940.2 IS REQUIRED TO HAVE WIND BORNE DEBRIS PROTECTION.PLEASE 1/27/2017 PROVIDE SHUTTER SYSTEM PRODUCT APPROVALS OR REPLACE WITH IMPACT RESISTANT WINDOW ' SYSTEM AND PROVIDE CORRESPONDING PRODUCT APPROVALS WITH INSTALLATION INSTRUCTIONS. i TWO COPIES ARE REQUIRED. i f Planning Development Services REVIEW COMMENTS Building&Code Regulation Division 2300 Virginia Avenue Fort Pierce,FL. 34982 Phone:(772)462-2172 Fax:(772)462-6443 Page 2 ZONING REVIEW INCOMPLETE Bethany Grubbs Comment: SURVEYS ARE REQUIRED FOR ALL BUILDING PERMITS INVOLVING A PRIMARY STRUCTURE AND FOR ALL ACCESSORY STRUCTURES WITH A CONSTRUCTION VALUE EXCEEDING$10,000.00.THE SURVEYS ARE REQUIRED TO BE SIGNED&SEALED BY A REGISTERED FLORIDA SURVEYOR.SEE ST.LUCIE COUNTY LAND DEVELOPMENT CODE CHAPTER 11.05.01 (1). PLEASE SUBMIT 2 SIGNED AND SEALED UPDATED SURVEYS.THE SURVEY SHOULD INDICATE: 1/13/2017, -PROPOSED STRUCTURES AND SLAB,SINCE THERE IS A SIZE DIFFERENCE,AND ALL EXISTING STRUCTURES -SETBACKS TO ALL PROPERTY LINES -EXISTING AND PROPOSED FINISHED FLOOR ELEVATION.MIN REQUIRED IS 18"ABOVE CENTER LINE OF THE ROAD.SEE CHAPTER 7.04.01 (C) -ELEVATION OF CENTER LINE OF THE ROAD 1/18/2017 Comment: PLEASE BE AWARE THAT ABOVE COMMENTS ONLY REFLECT THE ZONING REVIEW.THE PLANS EXAMINER MIGHT HAVE ADDITIONAL COMMENTS. I I i I I I I I I