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Product Approval Menu>Pmoua or Application Search>Anohratlon lkt>Application Deulf JAN 2 9 14 Y; FL# FI-11968-114i Application Type Revision Cade Version 2017 i, Lug i r Cold Permitting Application Status Approved Comments Archived Product Manufacturer Eastern Metal SuFYI Address/Phone/Email 4268 Westroads Drive Py West Palm Beach,FL 33407 (800)432-2204 irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@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 ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr: the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-098_ CERTIFICATION OF INDEPENDENCE PDF FL11968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17- 095 CERTICATION OF INDEPENDENCE PDF FLA 1968 R4 COI EASTERN METAL SUPPLY INC DRAWING 17-096 CERTIFICATION OF INDEPENDENCE PDF FLI1968 R4 C01 EASTERN METAL SUPPLY2c1NC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC, DRAWING 17- 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF F111968 R4 Fauiy EASTERN METAL-SUPPLY INC DRAWING 17- 098 LETTER OF EOUIVALENCE SSTD 12-99 AND ASTM E-1996 PDF FI 11968 R4 Fnuiv EASTERN METAL SUPPLY, 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF Ft 11968 R4 Eauiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EO iIVALENT BETWEEN SSTD 12-99 AND ASTM E-1996 Ddf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FBC Approval 10/29/2017 Date Approved 12/12/2017 Summary of Products FIL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-094 Limits of Use Installation Instructions Approved for use in HVHZ:No FLi 1968 R4 II EASTERN METAL SUPPLY2c INC. Approved for use outside HVHZ:Yes 17-094 0,040 BERTHA ALUMINUM STORM PANEL,odf 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 12'-0"for+25,-25 p.s.f. Evaluation Reports and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,16t 7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c INC. DRAWING 8A,9 and 11.See sheet 10 of Installation drawing for other 17-094 PRODUCT EVALUATION REPORT odf spans and pressures.Valid only for wind zones 1,2&3 as Created by Independent Third Party:Yes defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 17-096 Limits of Use Installation Instructions Approved for use In HVHZ:No Fl 11968 R4 11 EASTERN METAL SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-096 0.050 BERTHA ALUMINUM STORN 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 12'-11"for+30,-30 p:s.f. Evaluation Reports and 8'=2"for+75;-80 p.s.f.for mountings without"h" E-1 I R4 AE EASTERN METAL SUPPLY.INC. DRAWING header.See sheet 5 of insfallation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for wind zones 1,2&3 as defined by Created by Independent Third Party:Yes ASTM E-1996. 1-1968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel(2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 17-095 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 11 EASTERN METAL-SUPPLY INC. DRAWING Approved for use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-8"for+30,-40 p.s.f. Created by Independent Third Party:Yes and 7'-2"for+70,-80 p.s.f,for panels mounted without"H" Evaluation Reports header.See sheet 4 of installation drawing for other spans Fi 11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING and pressures.Valld only for wind zones 1,2&3 as defined by 17-095 PRODUCT EVALUATION REPORT.PDF ASTM E-1996. Created by Independent Third Party:Yes i 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm panels retained or not by Drawing Number 17-098 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R4 it EASTERN METAL SUPPLY INC, DRAWING Approved for use outside HVHZ:Yes 17-098 CLEAR BERTHA STORM PANEL 2 25 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 10'-0"for+28,-28 p.s.f. Evaluation Reports A.S.D.and 4'-0"for+105,-110 p.s.f.A.S.D desgin load.See FLi 1968 R4 AE EASTERN METAL SUPPLY INC DRAWING sheet 3 of installation drawings for other spans and pressures. 17-098 PRODUCT OF EVALUATION REPORT.PDF Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Created by Independent Third Party:Yes Back Hurt Contact Us::2401 Milk SIQne Rogd.Tnllahais�ee EL 32M,Phone:850-407-1$24 The State of Florida is an AA/EEO empiayer.Copyright 2007-203 State N Florid.+ e;Privacy Statement::Az1jjM lits 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 publtc-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 854.487.1395,"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 ore 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 DM, Product Approval Accepts: ®=PR ER Credit Card Safe GFNERAL NO I. STORM PANEL SHOWM ON THIS PRODUCT EVALUA77ON DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDRION) OF THE FLORIDA BUILDING COD£. (8) TO EXISTWG CONCRETE BLOCK WALL:ASTM C-90 THIS STORM PANEL SYSTEM SHALL C/QL BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MA1A1-DADS/BROWARD COUNTY). -1/4'0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX. -1/4'0 X 7/8' CALK-IN ANCHORS OR ELCO MALE&FEMALE PANEUJATE'MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSTRUCTION PRODUCTS RESPECTNELY. FOR A WIND SPEED AS REQUIRED BY THE JURISDIC77ON WERE THESE SHUTTERS WILL BE INSTALLED AND -1/4'0 X J/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. FOR A DIRECRONALlTY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLARONS UNDER 2017 FBC AND SHALL NOT Exam THE IAAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4&5. NOTES: IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL BE FIRST REDUCED TO A.S.D. DESIGN IWND LOADS BY MUL77PLYING THEM BY 0.6 IN ORDER TO 1 1/4" TO COMPARE THESE W//MAX. (AS.D) DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 4 de 5. 8.2) 7/8'CALK—IN ANCHORS AND 3/4"SOLID SET ANCHORS SHALL BE ENTERILY E:NBEDDED INTO THE CONCRETE BLOCK STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WRH SEC77ON 1609.1.2 OF UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. THE ABOVE U&MONED CODE AS PER ATL REPORT k#0130.01-01 AND 10703.01-07, PER IMPACT TESTING EOUNAL£NT TO 1/4 I"MI IMUMSCREWS USED SHALL B£ I T/2'LONG MINIMUM SHOULD STUCCO EXIST, ASTM E-1996 STANDARD&ASTM E JJO-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2&J AS DEFINED AND 1"MINIMUM FOR VJALLS WITH NO STUCCO. BY AST1A E-1996 STANDARD. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE Z CLEAR BERTHA STORY PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) &B.2)ABOVE. CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRC477ONS OF THE ANCHORS GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-6 Z PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SEC77ONS 1 THRU 5, SHEET 3 CAVESTRO, LLC. MAKROLON POLYCARBONATE SHEETS OF S. 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL BE STORED AND PROPERLY MAINTAINED. MINIMUM PROPER77ES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: 9, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO TYPICAL PROPER77ES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED TO INSURE PROPER ANCHORAGE PHYSICAL" I0. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA77ON AT STORM PANEL SHUTTER IN SPECIFIC GR4V7TY ASTM D792 1.20 G/CC ACCORDANCE WAIN SEC770M 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MECHANICAL: LABELING TO COMPLY WITH SECRON 1709.9.2 OF THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH ASTM D638 8,700 P.S.J. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM D790 IZ500 p.S.i. MIN THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASTM D790 340,000 p.s.i. 12. STORM PANEL INSTALLA77ON SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IMPAC7c RECULA77ONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NOTCHED IZOD ASTM D256 18 FT—lb,,-,n 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORM4770N FOR A SITE SPECIFIC FIRE BURNING CHARACTERISTICS: PROJECT.LE. WHERE THE SITE CONDITIONS DEVATE FROM. THE P.E.D. SMOKE DENSITY ASTM D2843 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFE/Y OF THIS RATE OF BURNING ASTM D635 C-1 CLASS (MAX) PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVATE FROM THE CONDITIONS DETAILED ON THIS SELF IGNITION ASTM D1929 650 'F DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOC1477ON 6063-76 ALLOY& TEMPER. (D)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH KILL BECOME THE ENGINEER OF RECORD(EO R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4.ALL SCRE1"JS TO BE STAINLESS STEEL J04 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 50018 W/50 KS1 YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LATTER THE S?E SPECIFIC DRAWINGS FOR REVIEW. SECTION 2411.3.3.4. (E) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD 5. BOLTS TO 8E ASTM A 307, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL, WITH 36 KSl MIN. YIELD STRENGTH. THAT PREPARED IT. 6.ANCHORS TO VIrLLL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE MIN. FIG- 3 KSf THIS DRAWING SHALL ONLY BE USED TO —1/4"0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX —114-0 X 718-CALK—IN ANCHORS OR ELCO UALE&FEMALE AND 'EL X 3/ POONTS SOD CT SER RESPECTIVELY 3 AS DISTRIBUTED BY ALL POINTSMANUFACTURED BY SPECIALTY COIAPANY.ERS FASTENERS INC P��-E�`COBTAIN PERMITS!N THE STATE OF FLORIDA NOTES: V �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A 1)tA1NIMUM EM1B£DM£NT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4'AND FOR ELCO PANELMA7ES IS 1 3/4" 44 or7 RG7ECR xo CLEAR BERTHA STORM PANEL CRAW er AZ) 7/8"C4LK-1N ANCHORS'AND 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE '* 225'DEEP L.C. NO EMSED1AENT INTO STUCCO SHALL BE PERMITTED. F 071261171/4'0-20 SCREWS USED SHAD. BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, AND 1"MINIMUM FOR WALLS 1W7Tl1 No STUCCO. EASTERN METAL SUPPLY, INC DATE/ p7��py',�e ')!2oR1 :`� �'i. E C O �Nc. RNE A.3)IN CASE THAT PRECAST STONE. PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXIS77NG WALL OR FLOOR, C� ss�•'••• SfIHO S[NOINC£RINO COMPANY X168 LM B XDtRawM4 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS ONA �.A,co, "�� a n.uica wcsT vA1v eGaM n Su07 17-098 INDICATED ON NO TES A1)&A2)ABOVE '���_/7ijtttt rlr M""L�'® 77e 1'71-rvi — oucerra — —. .DRA47HO No WALTER A MUr Jr.P.E •~ sHCET 1 Or s FIORMA Lk. 44167 ua 15.120' 8.120' r -f CO&CAM ANCI ORS(SEE SCHEM EJ - '••� 12.000• 1 6.000' 1.500' 4.500' 1.500' 4.500" (.500" 1.500' 4.500" 1.500" r71 T 7-1-71-7 r-1T I H T ° I e u APPLA:.V7Lf dmf I I I I � C I e u APFunvt OiPJ go v1 0 ry N ry \ N 100't 1=TOLERANCE ! `0.100•: 1aC TO[rPANCE i B --z.1zs•- -Js7s•--L-z.rzs• 2.125• J.875• Q1 CLEAR PANEL C HALF CLEAR PANEL , 27.120' 24.000- 1.500' 4.500' 1.500'- -4.500'-1.500'--i-4.500" 1.500' 4.500' 1 1.500' e u ArvtA;ler RivJ ( �- CONCRETE AN01M(SEE SCNEDUL 1 STORM PANEL TYPICAL ELEVATION N.T.S. ./00•t FOX 10[£RANCE L _ 2125' 5875'-..L 2.125' 3.875" 2.125• 3.875• 2125' 8 DOUBLE WIDE CLEAR PANEL _ SECTION A A "r e out Q QQ Q7° ..r7-7.�•al �e .x0• � r 094' r-4 S } � 189' fame'. �om iu, 4-.190• I 091* 623, �z e z a e ° �` s1 w � .¢� s•o - rE0 cowaN � ��`, �m �1. ,^°. \oR= a• 1'jam Q7•. ry 1�•, ar K+ �I 1' T� j osuc 1 m .osJ- SWM•U- .aw.' •L- 47F-•1.810'---I �-7 J ,ars 2 3" ANGLE BUILD OUT 3 3 8" 0 "� i�J Q O -.�-a ® "F" TRACK ANGLE „ „ ., °'�'� BRACKET "F" TRACK O5 TRA K SED F ANGLE © MlN/ WALL 1.75 x0.632 DETAIL 1: sw./Nr r 0 ANGLE WITH_SAN IINet/J/f/r��i 1 T� 1 �doil/ ���p•"�_PONENTS o •o,r a :t I ``, :'•VC •S ALS• 3/8•' = 1FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N0.441 .e1017 rxTEca RA: CLEAR BERTHA STORM PANEL DRAWN e1• - + 1 = .�]✓� * 9* 2.25•DEEP e c �, a W W7 WN" EASTERN METAL SUPPLY, INC DATEKEY HOLE AT PANEL Q9 KEY HOLE WASHER / R �� 4166ItUTRa0sOR,vE]f01-NI51 A.YM1 ALL01' INAI. RINO CeNPANI K=PAW SIACN.FL JMO7 (7-Og8 ANGLE WITH STUD `I+'�''°° ""°` ­A" """° (]nn-rvo.Fe, rys}n1-.u1 r r OAAMNc No EB-0006718 WALTER A R1L7 9.P'r SNEET 7 OF 1 fLOMa L7c. N167 FALK—Ills OR ELCO TEXTRON RW/BUILDEX UPGOf15 B cone. 7/B••,7/72•tf'T�O v.LVfL-1N® w/1<7mmN \ JTW/BUILDEX TAPCOHS. NUr O E'VEIfY SND O ® L \ POWERS FASTENING JTW/BU20EX 7AP�NS OR POWERS FASTENING GV,K-INS 12-0 C.SrAGGEr" SIDEWALK BOLT OR O(B)w/ CALK-PJSOR ELCO 0,,M GJX-INS—��-- OR ELCO rIX7RON PANEEMME TD ANCHORS W/1/<0-20TRUSSNEAO BOLT• TpOROx pgNEWp7f \ (SEE SCHEDULE MR SPACING). r� n E 0. (SEE SCHEDULE FOR SPACING). 675 (SEE SCHEDULE FOR SPACING).)). (SEE SCHEDULE FOR \� 'I' 1 E a •� I SPACING). POURED 7' I I f 2 Conl. CONCRETE I .500' I REDU07E0�\ \. m I POURED E A I \ I I CON E D. I CONCRETE E D. REOUIRED \ t '^ REQUIRED t (.'r}, POURED 114.0-20 x J/<' S CONCRETE \I1� BOLTS W/7/8'x J/J2•WING 7 p, 1/4b-20 r 1' t '�` S.S.M.S ox-,", I•A I I 7/B'x G NUT r u�. �PARAW" tnxc xrn —p SFPARNION I Hai To F7osnw I 12•o.c. iD G I (SLE SCH� CLASS PANE",1.. !FROTH TO% ISEE L LEDuD CIAFF .— --t / I 1,w au I .r �Nc I (EE� 1/40-20 1' —M SCHEDULE) S.S.I/.S. W/ I I \\ \\ \ I PANG Was 7/B wJJ7G/ / (SEE 7/B'x JUT 0 O 12'o.c. I POURED I .L�r. POURED I µEVERY SNDCONCRVE .�' OR CONCRETE `'S OR CO.vCRE7E E D. 1/<0-20 x J/1' a CONCRETE O 12'0.C. BLOCK fiALL E O. I BLOCK WAIL BOLTS W/7/B' REWIRED REQUIRED J/J2•MIX NUT POUR I I O 12 0.c. I ALTERNATE •r I 7 Cont. COAIL:4ETe E D' �\ LED LOCAnON-7.00.T• OR CONCRETE Lj 1 BLOCK WALL ITW,BUW LDEX TAPGll/(-RHS OR ELCO TEXTRONPANELAIATE O tY/7<b-20 , I Po:fERS FASrEMN \ \ ® [ CALK-AYSOR 0. I r.� pONCRETE� CALK-WS 51DE75;ILK BOLT OR OVWI TEXTRON P.WELLJAIE \ E 0. (SEE SCHEDULE FOR SPACING) ` J Cont W/I/4'0-2DTRUSSNFAD BOLT• / (SEE SCHEDULE \ 2 Cone I REOU:RED (SEE-SCHEDULE FOR SPACING). FOR SPACING). MV/BWLDEX TAPCONS OR E 0' POWERS FASMNIV CALK-7N5 WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. M.) (SEE SCHEDULE FOR SPACING). SECTION 1 SECTION 2 BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION 3 SECT/ON 4 RW/@UADSX TAMOR E 0. POKERS FASTENING CALK-OHS I PoURfO CONCRETE (SEE SCHEDULE FOR SPACI `� IN REOUIRED Cant.5 ll// N��I 1C 1,,ll�C� �/') 1/I 0-20 r 1"S AL S W/ I 4 �./J �. 7/6•x J/JZ•WINO'NUr® I2•o.p I t ,�' SIDE WALK BOLTS ARE J�6'0x7/J27HICK NOTE FOR COMBINATION OF SECTIONS: •,,Q,�Q;�°JCENg�c••,'� 1•AW&W HEAD MACHINE SCRSY tV/[ENGEN SEPA'14DON TO MO AS PER NOTES A.2 Lr B.2(SHEET 1) \ NO. PAv'1 LENGTH WACL,/FZOOR/CEJUNC MOUNRNC SECTIONS G1J BE � i. EYJSRNG GLASS (SEE SCN£QULE) TRUSS HEAD BOL75 ARE�2bx//B'lHICX COMBINED IN ANY WAY TO SUIT ANY JNSTALLAVON. i NFJD MACHINE SCREW W LENGTH AS PER NOrES A.2 X B.2(SHEET r) ;1410-20 x 1' S.S.A 3W/ 7/a•x JiJz IORIDpr'����J MNG NUl t .�, E D.- EDGE DWWCf -� S/•......•i�ee.�11' O 12• a V 1 (SEE SCHEDULE ON ONAL 11 6 I SJIE'ET d OF 5) ��/� !!Il ALTERNATE LEc cor.LnloI / / // / FLORIDA BUILDING CODE (Non High Velocity Hurrlcone Zone) POURED RC �� 1•fill, I f• % INSTALLATION DETAILS o2or7 r¢1EOD.wa CLEAR BERTHA STORM PANEL MAW BI,. 11LY/BULDEX rAPOoxs OR SCALE: 3/8" = 1.. 225'DEEP LG POWERS fA57ENR.'O CALK-INS E 0. E 0. 07/26/17 (SEE SCNEDL/LE FOR SPACING). I�. E C O N c. EASTERN METAL SUPPLY, INC DAR CEILING & FLOOR MOUNTING INSTALLATION 4268 WEST RODS DRIVE SECTION 5 TILUT TESTING Q ENGINEERING COMPANY WEST PAW 8FACN.FL JN07 17-098 ecsw.r.>c�s suJm,ncnan sate Anw.(wjxlr-rsla.r r Llm I-f/fr rsr o.rx en.M o.rt DRAWING No Ee-0006719 m Ilbq o > WALTER ALIT Jr.Pr ' SNFEl J Or S RORIN Lia 44167 , MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) WITH CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ff.) AND I� POURED CONCRETE CORRESPONDING ANCHOR SPACING "S" (Ln.) SCHEDULE OR CONCRETE BLOCK q FOR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND CUT PANEL / WALL REourREo. vARJEs 2 OR OR WOOD FRAME STRUCTURES LnJ / q CUT U..PAM¢LDIODI ANCHORS SPAMOS 'S"(inJ t• CONCRETE ANCHORS '1 OR 11 O OA OOR O LLtAOMM ASD. O J2'o.c. \ OES/6.N L(2)• 'w'A'1,!.5 Ril70N/ POURED CONCRETE PRL &, .097'RAICLEARP C[TGN ,5EC7ON 4(BOTTOu) DOP/B0T(go d d SECRON 4 P) s OR CONCRETE(TLOLX \ R1/7N0(P.rl) 570R1I PAM SFC7f04 1(80770Y) WALL R£QU/REQ I 7'x 4'11•12R ' +28.0, -28.0 10'-0' 1" 12" I2' JJOS-HI4 OR 2500' y 6067-T6 ALLOY \ \\ \\\ �� Cont Alum.ANGLE k^• L +28.0, -J00 9'-8' 7- T2' 12' / 7 / YA ES d L 2" +50.0, -35.0 B'-1f' 7" 12' 12' CASLA (Plan) -ji---� 9 - fix• Q2+J5,0, -40.0 8'-4' 7' 12" 12' L 2- 4'x 4"x.072' 7105-HI4 OR OR COM1CRETELg OCK� /4'0 BOLT�' 60677 76 ALLOY +40.0, -45.0 7'-11' 7' 12' 12' WALL REQUIRED. \ O 24'0.C. Cont Alum,ANGLE 2.50°' W/JACNNUT +45.0. -50.0 7'-6' 7' 12' 12' r Min O' CASE B (Plan) CONCRETE ANCHORS 2.50° O 12'o.c. n Min. - +50.0, -55.0 7'-2' 7- 12' 12' +55.0, -60.0 6"-TO" 7' 17' 72' 1.°0° e'ALTERNATE CEG LOCATION POURED r BLOCK \ OR CGAU E BLOCK +60.0, -65.0 6'-7' 7" 12' 12' 2'x 2'x 0.55'ro WALL REOUTRLD. 2'x 5'x.053'Cont L6n. LE +65.0, -70.0 6'-J" 7- 12' 12' 080'3103-1 134`SHEE'T ,\ \•R£\DJ \ METAL Ah-DINT PLATE +70.0, -75.0 5'-10" 7' 12' 12' X BO.0157ANC£ +75.0. -80.0 5'-6' 7' 12' 12' +80.0. -85.0 5'-2' 7- 12' 12" CASE C (Plan) +85.0. -90.0 4'-1 f' 7- 12' 12" +90.0, -95.0 41-1. 7- 12' 12' 60 r J'r.093'7105 H-14 OR 606J-T6 ALLOY Cont.At"m.'WGLE +9CASE E ,(Plan) 1.000' 5.0, -100.0 4'-S' 7' 72' 12' WfIH ANCHORS O I2"O.C. }{ SCALE. I/4's 7" ^ 2114-111) 1.000' +700.0, -105.0 4'-2" T 12" 12' ('C-,4�--\\ . +1050' -('°.° 4"-°' 7' 17' 17' //--POURED CONCRETE OR CONCRETE BLOCK END CLOSURES DETAILS •Afin. PANEL LENGTH IS J'-0' J 1 ,® / WALL REQUIRED. ANCHORS LEGEND `T SCALE.' 1/4" 1 = " I ANCHOR •4M.r1XTUt&ANCHOR SPACINGS ARE VALID FOR ANCHORS MIN, J 1/2'WX D57ANM FOR E Q LESS MAN TYPE SPACING Lc1il "iYN�AEuING`SHD ON SCHEDULE BY TAPCON/ING BY CASE D (Plan) THE FOLLOWING FACTORA(NOTE:IGD, PANE1dUlTES 'T'0" ,,1 � D.FOR CALX-IN ANCHORS IS 2 1/2�. P�•''�',,,.•••,''•, E ✓w AM DRS OPERATION TO BE POS79LE,REDUCED CALK w JGEN$F .7 SPAGNG MAIMED USING FACTOR SHALL NOT 2'S" , = FLORIDA BUILDING CODE ( Non Nigh Velocity Hurricane Ione) 6E LESS RL4I.M/NNUM SPACING INDICATED FOR020!7 TXT=we CLEAR BERTHA STORM PANEL OPAWAI Lm EACH ANCHOR TYPE AT ANCHORS LEGEND. �- 4167 FACTOR * 225"DEEP LQ ACTUAL E D. rAPGON STATE OF o7/2e/n PTAPCOATES GLK-TN ` � 3" •M6 .73 ��FF.,F(pRIpP,.•' �` EASTERN METAL SUPPLY, INC wrf L ECOmc.C• 4266 WEST RINDS DRNE S,p�0AlA1.�N T[STINO d ENGINECRING COMPANY WEST PALM BEACH,R J3407 17-098 41TLL►:am SI- VA9x,1 O+'IDG4 n AILB 2 1/2" .71 .50 ��� //// !I Pw•r fata l-l!w =( I,-W. ar.r a�w cut amaivr a.W DRAWING Ha ED-0006719 2' .� - WALTER A TAUT J.PE m Ha'010 011 ar SHEET 4 or 5 RoR1lU L' U767 _ 1/40-20 ELCO male/ample 4'x B'(Y.n.JJ FXSTLVC Rf0U1RfD. R£OU TIER PANELMAIE O 6'o.c W/ R��RfOEX WOOD BEUI REQUIRED. 1 7/8'AEA PENETRATION OR STRUCTURAL ADEQUACY 114 S.S.HDt WASHER A 11410-20 EL.CO male/lomala OF D(ISDNG MOOD BEAM HEAD WOOD SCREWS W/ PANELMATE O 6'ox III TO BE GERMED BY 11410-20 fLCO male//emote PANELVAT£ / 1 1/2'AM.PENETRAITON O 6'o.c. / 1 7/8'u,.PENETAATION OR REGISTERED ENGINEER 0 12'o.c.W/1 7/8'Mtn.PENETRA770N. / 414 S.S Na WASHER OR ARCWTECT PRIOR np/Cool. HFJ•D WD00 SCREWS W/ 114 r 1 J/4'S.S.HEY WASHER TO SHUTTER INSTAUA770N. ` I 1/2'u'n.PENETRATION O 6'o.a HEAD MOOD SCREWS W/1 1/2'MTI. �R gym. PENETRATION O 6'o.c } ( sal a 7/8'r J/-V'WING 2 / r .000 I 2.000 � NUT A EVER✓STUD O 2000 AFuI. I I 1/s a-20 Lft 12'0. a STAGGERED fin• 2 Cant TO PAN£LMATF- j l OC_t I 11410-20 x J/4' I BOLTS W/7/8•x 1 .® BOLTS w/7/8'x I } 3/32WIC NUT I J/32'VMO NUT (^SEPARAnNOi L-SEPAPA77ON I O T2'ac. ( A 12'o.a I TO DOSTINC Max. TO OQSMIG CLASS I PANEL LENGTH GLASS ! 1'Afro. I I (SEE NOTES Bfcmv) I SEPARATION i I To EXISTING IlLJy_ i ` J� CLASS I 1'N7n. uax. �+— WALL MDUNT/NG INSTALLATION BUILD OUT /NSTALLAT/ON _SEPARATION I PA"fc cENG1H I TO EXISTING I s£E NOTES Bfcow ALTERNATIVE-2 ALTERNATIVE_4 I ' I J IB LJ I SEPARITTON I 11410-20 x I' I TOEXSnNC I CLASS I/4b-20 r J/4 I s.M.S. BOLTS w/7/e'x, O 7/8 M7NC/NUT 1/40-20 x J/4' —'}"" 3/32'WINC NUT \WAD I BOLTS M%7/8' A 12'o.c. I FLUE• J/40-10 PLCO mafe/Iemole PANEWATf I J/J2'WIG NUT I 2'r B'Wa00 OU/RW. O 12'o.a W/1 7/8'Min.PENETRATION 1 . O 12'ox. J ,® O£CX RECURRED ®OR 5 AT MTOWD7H OF PLATE I M I (NO FTMSH ALLOWED) Cont LW EQ- Eo - . / 2 4 3 cont 7— I \i7, �1,1- 4' I1 ND \ \1'!D \ 21/4o-20 R.CO mote/%male PLATEPANFWATE 0 6'ac W/ ED• 1 7/B'Min.PMEM77ON OR 1/4b-20 ELCO mafe//em ole 114 x 1 J/1'S5. ER114 SS.HD(WASHER PANFLWITE ll 6'at W/HE7D MVOD SCREWS IV / � 1 7/B'M:n.P£NEM11ON OR PEN��YOD SA L6wsc/1 I/T'1 1/2'A6n.PENETRATION 0 6-o.c. 114 S.S.HEX WASHERWALL MOUNTING (D. M.) O MIDWDTx OF PLA1E , HEAD 7 OODAlt PC�� A 6'ALTERNATIVE A MDAOIN OF PLATE CEILING & FLOOR MOUNTING /NSTALLAT/ON ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 N07E FOR COMHIA TION OF SECnON: WALL MOUNTING SEC77ONS CAN BE COMBINED INSTALLATION DETAILS ON F„j,�/,,STING WOOD BUILDINGS IN ANY WAY 70 SUA ANY INSTALLATION. SCALE: OW" NO �,�: JCEM`SF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 1. 114STALLAT70N ARE ONLY VALID FOR MAX.ASD. DESIGN PRESSURE N0.44167 oTon 1rLTrco,ae CLEAR BERTHA STORM PANEL f7RAMN Br: RA77NO AND PANELSLC. LENGTHS AS PER SCHEDULE SHOWN ON SHEE75 4 OF 5. * (2.25 DEEP 07/26/17 2. FOR WOOD FRAIAE CONSTRUCTION.• WOOD MDAB£RS TO 8E _ �r7�pp10P�r JEASTERN 2 METAL SUPPLY, INC DARE SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR£QUAL. /J,//. /�jC //�� I L / �� • ...... • • �V\ LL/T 7CSnN0 tr ENGINEERING COMPANY WEST PAW BEACH.R JJ407 17-098 `ssI0NA1.� WW.Jon a..1oS vacxw cmua n alae o�'i//I////N't�•f mws.(stl�JeT®�X6719 LJa.1MN-1Sfl m.r oor+sm. mr �r ORAM7N0 No WALTERA RLLA✓r.P.E. m�'O1° vim" 4 SHEET 5 Or D FiOR/0A RL"'N167