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HomeMy WebLinkAboutProduct Approval FL 1966-R4 it i ° .s �-.l � ) l�.r 1 tb i_ " ,,`�'l t,r 'cif F ztp it: 1 nil11' .OTC'' 1 $.....,... .� _ L','r�� , jit,. o ntriordfl I R -aecitaroh1645. CoStACIIIIpit BCIS Home Log In User Registration Hot Topics' Submit Surcharge Stats&Facts Publications FSC Staff SCIS Site Map Links' Searchil bra �1�Product Approval 4+ .-;1i. USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail z RECEIVED l ff,= t. � FL# FL11968-R41. _(" ) Application Type Revision Code Version 2017 NOV•0 5 1018 Application Status Approved permitting Department ' Comments St.Lucie Count' Archived IT) Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternrnetal.com Authorized Signature Bill Feeley irodriguez@easternmetal.com ' Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory , Storm Panels l�,�F. Compliance Method Evaluation Report from a FloridaRegistered Architect or a Licensed Florida Professional Engineer ' f I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. ill the Evaluation Report raj Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Liven Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 1.0 Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EAS I IRN METAL SUPPLY.INC. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.PDF . FL11968 R4 COT EASTERN METAL SUPPLY,INC. DRAWING 17- 095 CERTICATION OF INDEPENDENCE.PDF FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17-096' CERTIFICATION OF INDEPENDENCE:PDF FL11968 R4 COI EASTERN METAL SUPPLY2c INC. DRAWING 17- I, .094 CERTIFICATION OF INDEPENDENCE.Ddf Referenced Standard and Year(of Standard) ptandard Year II ASTM E330 2002 SSTD12-99 1999 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11968 R4 Eouiv EASTERN METAL SUPPLY.INC. DRAWING 17- 095 LETTER EOUIVALENCE BETWEEN SSTD 12-99 AND ASTM F-1996.PDF FL11968 R4 Enuiv'EASTERN METAL SUPPLY,INC, DRAWING 17- 098 LETTER OF EQUIVALENCE SSTD 12-99 AND ASTM E-1996;PDF FL11968 R4 Eauiv EASTERN METAL SUPPLY,INC DRAWING 17- 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM U E-1996.PDF FL11968 R4 Eouiv EASTERN METAL SUPPLY2c INC. DRAWING 17-094 LETTER EOUIVALENT BETWEEN SST° 12-99 AND ASTM.E-1996.ndf • Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 10/28/2017 Date Pending FEC Approval 10/29/2017 Date Approved 12/12/2017 • Summary of Products FL# 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 FL11968 R4 II EASTERN METAL SUPPLY2c INC. DRAWING Approved for use outside HVHZ:Yes 17-094.0,040 BERTHA ALUMINUM STORM PANEL,adf 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 1,3,4,6,7,8, FL11968 R4 AE EASTERN METAL SUPPLY2c 8A,9 and 11. See sheet 10 of installation drawing for other INC. DRAWING 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 FL11968 R4 II 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 Evaluation Reports p.s.f.and 8'-2"for+75,-80 p.s.f.for mountings without"h" 811968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING , header.See sheet 5 of installation drawing for other spans 17-096 PRODUCT OF EVALUATION REPORT.PDF and pressures.Valid only for-wind zones 1,2&3 as defined Created by Independent Third Party:Yes by ASTM E-1996. 11968.3 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 R11968 R4 TI 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 FL11968 R4 AE EASTERN METAL SUPPLY. INC, DRAWING and pressures.Valid only for wind zones 1,2&3 as defined 17-095 PRODUCT EVALUATION REPORT.PDF by ASTM E-1996. Created by Independent Third Party:Yes 11968.4 Clear Bertha Storm Panels(2 1/4") corrugated polycarbonate storm-panels retained or not byll -Drawing Number 17-098 tracks to provide hurricane protection. LimitsofUse Installation Instructions Approved for use in HVHZ:No FL11968 R4 II 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 Fl 11968 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 3 of installation drawings for other spans and • • • pressures.Valid only for•wind zones 1,2&3 as defined by .17-098 •PROOUCT.OF EVALUATION REPORT.PDF • ASTM E-1996.: Created by Independent Third Party:Yes • !flack! !Next!• . 1 II Contact Us j601 Blair Stone Road,Tallahassee Fl.32399 phone:850-487-1821 • The State of Florida Is an AA/EEO employer.Coovrioht 2007-7013 State of Florida,::privacy Statement:t Accessibility Statement::Refund Statement Under Florida law,email addresses'are public records.If you do not Want your e•plad address released In response to a public-records request,donot send electronic mall 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 455.225 (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 entails 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 pravide.the Department with an email address which can be made available to the public.To determine If youarea licensee under Chapter 455,F.S.,please click hem. Product Approval Accepts: Credit Card, Safe • ,�rllrtt"�Jll PIttL" '� • • • • • • GENERAL NOTES: I. STORM PANEL SHOWN ON 17-IIS PRODUCT EVALUATION DOCUMENT(P.E.D.) 1445 BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH 7H£2017 (6Th EDITION) OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CONCRETE BLOCK WILL:ASTM C-90 THIS STORM PANEL SYSTEM SHALL 1125 BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTY). -7/4'0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, -1/4"0 X 7/8" CALK-IN ANCHORS OR ELCO MALE& FEMALE PANELMATE'MANUFACTURED BY POWER FASTENERS. 1NC. AND ELCO CONSTRUCTION PRODUCTS, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED ANO T ANCH77VELY. FOR A DIRECTIONALITY FACTOR Kd=0.85.USING.ASCE 7-10 FOR INSTALLATIONS UNDER 2017. FBC AND SHALL -T/4'0 X 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. NOT EXCEED THE MAXIMUM(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 9.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0,6 IN ORDER TO 1 1/4" TO COMPARE THESE W/MAX. (A.5.0) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 & 5. 9.2) 7/8'CALK-IN ANCHORS AND 3/4 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. THE ABOVE MENTIONED CODE AS PER.ATL REPORT #0130.01-01 AND#0703.01-07, PER IMPACT TESTING EQUIVALENT TO 1/4"0-20 SCREWS USED SHALL BE ! 1/2'LONG MINIMUM SHOULD STUCCO EXIST, ASTM E-7996 STANDARD&ASTM E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 &3 AS DEFINED AND 1'Al/N/MUM FOR WALLS WITH NO STUCCO. _ _. BY ASTM E-1996 STANDARD. 8.3)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 2. CLEAR BERTHA STORM 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) &9.2)ABOVE CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S GENERAL ELECTRIC PLASTICS LEXAN 103 MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-6 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 5, SHEET 3 CAVESTRO, LLC. MAKROLON POLYCARBONATE SHEETS OF 5. 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND.SHALL BE STORED AND PROPERLY MAINTAINED. MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. PHYSICAL,; SPECIFIC GRAVITY ASTM 0792 7.20 G CC 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN / ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. MECHANICAL: LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. TENSILE YIELD STRENGTH ASTM 0638 8,700 p.s.i. 11. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM D790 12,500 p.s.i. /IRI 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 INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IMPACT- REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NOTCHED IZOD ASTM 0256 18 FT-!b/in 13. (A) THIS P.E.O. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC FIRE BURNING CHARACTERISTICS; PROJECT: I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE.P.S0. • SMOKE DENSITY ASTM 02843 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTIR 0635 C-1 CLASS(MAX) PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE 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.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY.MEANS. 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER. (D)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4..ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.O. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER ID THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 50078 W/50 KS!YIELD STRENGTH AND 90 KS! TENSILE STRENGTH& SHALL COMPLY W/FLORIDA BUILDING CODE LATTER THE SITE 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 BE ASTM A 307, GALVANIZED OR AISI 304 SERIES STAINLESS STEEL. WITH.36 KSI MIN. YIELD STRENGTH. THAT PREPARED IT 6. ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE: MIN. F'C =3 KSI • -1/4'0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX THIS DRAWING SHALL ONLY BE USED TO -1/4"0 X 7/8"CALK-IN ANCHORS OR ELCO MALE&FEMALE BY OWERS FASTENERS, INC ELCO CONSTRUCTION O STLU TIOPOINT5 PRODUCTSSOLID- RESPECTIVELY. APECTI E AS DISTRIBUTED NB N. POINTS SCREW,DBOLT P&SPECIALTY COMPANY. ,1VetjeA'•71��•'i= OBTAIN PERMITS IN THE STATE OF FLORIDA .e* �ceNs �.,.9‘ NOTES: � �� _ FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zeno) AI)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4"AND FOR ELCO PANELMATES IS 1 3/4". f No.441437 ; 101717LTWO.cva CLEAR BERTHA STORM PANEL aw Nv Em A2)7/8'CALK-IN ANCHORS AND 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. �-:. * .(2.25'DEEP) LC. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. `�+ •' I.- 1/4WITH NO STUCCO.SCREWS USED SHALL BE I 7/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1'MINIMUM FOR WALLS / �A/ p�F ►� EASTERN METAL SUPPLY, INC °7�m�I7 / I4' +P5St•t,".:.., ECO I N•C. 4268-WEST 80105 DRAW A3)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, SSS•,•..•.,. TlNC.t FNG/NFFRING COMPANY west PAW&uat n.u4o7 17-098 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS - lONAL-'-1 vm•x w.wz raaw c ave,IL SU6a INDICATED ON NOTES Al)&A.2)ABOVE. !r e4,40mitiFFI 'L'0'Jf•'130.so.` "'-ron our arra nm ORAMHO No __ ___ E8-0006X9 .... �� . __ __. _ WALTER 1711/-,4•P.E. • m-ae-wa or r a. - _ __ - -- - - -. - - FLORIDA be.(-H167– -'– - .. -ext.- lanvn -.--... —_ __._ _ __SHEET I 0 1 , I • . 15.120 9.120- ,• CONCRETE ANCHORS(WE SOD:OGLE) r, 12.000- --2,3 1 ips-1., • 1 1 I 6.000- F1.500- , 4.500' 1 1.500- 4.500' 1.500- ;-1.500- j 4.500- 1.500-- fr--•-•--17-7 r-T--r I--7-7-r•.-1 i ! 8 A.S AoPucossi MO i I 1 -1 I 1 1 \\\. 0 s...."--.100'k 10X rowwjr.c i N .--0.NO'1 10X TOLERNYLE ------•-•i Br---''"------- --- L-2.125- -I 3.675' I 2.125'-I I--2.1.7e I 3.875" 1 Ci) CLEAR PANEL €4) HALF CLEAR PANEL "111" 4 •.,---- 2Z120" --, i 24.000" ___----1.500.T -4.500'. 1.50V 4.500" 1.500- 4.500- , 1.500.- scai (6„) I. I 1 i 1 I I--; 4...• :i /-- , ----\ 7-./- //r. . \\\\ ..N. •Z ,i,.,, STORM PANEL TYPICAL ON N.T.S. -.'"---o.roo'*10X TOLERANCE 1 1 TI ELEVA L-2.I25- I J.875. 2.125" 1 .3.875' ' 2.125' i 3.875" i 2.125"--- ‘.,,,,,it--1/4.43x.GAP 1/4'Mos. .5\ / \ r\ / \ r\ / \ r\...,,,‘: cg DollarSECTION A-A WIDE CLEAR PANEL . N.1.S. 1 .06r 1 I j- fl ( I*. J74. 1-117r4. '. ,. JL • ew 2.1q 1 A • i:1,190' r, ‘ 1 7 , I- • • rt____t.,..! • ".- il 11 ,ati.1 Knwro ro....a.r 1! 1 L . °.''" 1 o le O.C. '..- . I ER Z.; . - '''. ----7 " r.v.ruawr R. 1 11 INVI1111 , 4499,: =-..__ ___ ,•5'R ..: i LEG LOCATION 'b., , , .093' 94_ 2.o -_4 1 i 1i .1000'Alax.--3;' .1....- I--1.950-.--i 1...... LI I LiH.023.J.970' ® 3" ANGLE BUILD OUT ® .3/8" B.O. Cli:) "F" TRACK ANGLE .652° 1 ! VARIES BRACKET "F" TRACK (:;_5) REVERSED "F" ANGLE C) MINI WALL 1,7556632- DETAIL I: SW w/lar UST VA: TRACK ANGLE WITH STUD 'opal PLifEd weNG Nur .125. .625' OlY Iv b 1--- • I/: '''d / 0 „OLtS...•140:..........TS ,E.....t..... ....ihi S*re\.sz,ENSe.. L'Ar.t.. 3/8" =. 1" ti :-.. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) d % Mc, n ... • • c ..:41", , 4 :_____lit I NO.44i .1 1,,,,,- ,7 7,,,rm- ,,,,,,. __ _ k )*; CLEAR BERTHA STORM PANEL DRAWN EM LC. 1 5,000' fr OPTIONAL -r-1=,.. A' kar 1 1 .I (2.25'DEEP) :11. •"' CI _ ' 07/26/17 \ EASTERN METAL SUPPLY, INC (err ® 2"X5YMAXJX1/8" ® KEY HOLE AT PANEL 0 KEY HOLE WASHER / ifilite4ORID. • t L EC 0 I N C. 4266 NEST ROADS DRIVE , ANGLE WITH STUD 3109-1415.I.Vrs..4.1.0i '......;19810NAt. .7fiCs""A. .EtIGINEERING COMPAZ WEST PAW BEACH.FL 33407 17-098 ;OVER A MDT Jr.At I (1.0 15-0•-• offili/17 S ' SH6i7 2 CEO FLORIDA:Lk.- "44167- --- s.-,1--=- ---,-= ---s--- ---- ----- ------ CALK-INS OR ELCO TEXTRON NS. RW/BWLDIX TAPCONS O C�NUI O Lyth.. STUD o PANEWATE OC•W/l/4•a-20 \ Rw POWERS STE LNG POWERS FASTENING CALK-INS 12'O.C.STAGGERED SOEWALK BOLT OR O(8)W/j'_8•, POWERS FAS7ENCO ERS FAS EX fG CALK-INS-1 OR OR ELCO TEXTRON PANELMATE \ TO ANCHORS TY/1/4.0-20TRUSSHFAP BOLT• TEXTRON PANELELCO TETE 1'OV/£RS SCHEDULE FOR CALKING) (SEE SCHEDULE FOR SPACING). . 873.1 (SEE SCHEDULE FOR SPACING). ;l I I (SEE SCHEDULE FOR \ (SEE SPACING). i n C a , 3 E.a =-_-_—_ I:I.0 I _. _ I% I SPACING). ( ©Goof. POURED l•-1f\I ,t1-/ LI I,I;. j �\ I j1 .500• LI E0 \N_\.1\\ \1L. N POURED POURED E O. IIIBI':� 1 CONCRETE E D. CONCRETE \ E D. �k` I. REQUIRED REQUIRED �� © El 0,�� ` \\\\\�\\ I. •l9' G'O�AREE 8//01.97;0-2w/0 LTS W/7/8'4r �j�� \\\ \\ - R'U • �\ J/J2"W/NC NL7 O,� S.S M.S. W/ I U 0 O 12'O.c. 1• SEPARATION LYING Nur SEPARARON Max TO Cl/STING - 1•WmO 12'o.c. TO AA TIION PANELLENGTH MASS 1 - GLASS (SEE SCHEDULE) (ARS £ TO EOST7NG — --'1- SCHEDULE) G li max. .1 7'K PANEL LENGTH 1/4"0-20 x T• I _ 1 10 STING I (SLE'SCHEDULE) S.S.M.S W/ Myr 7/8•r J/32" ///.V j '\ \\.$ \ PANEL LENGTH WING NUT J (SEE SCHEDULE) 7/iv=ma O I O /2'o.a I POURED / j .� 1^, POURED \ EYERY SNDA (2),10 1 ,�� J CONCRETE O 12'O.G OR CONCRETE u• OR CONCRETE E 0. \ I/4 c-20 x 3/I' h BLOCK WALL C D. BLOCK WALL I N \\ \, I REQUIRED REQUIRED \ BOLTS3/32 VEND NUT 1 •0 i I'_ i. POUR. C 0. - O 12."a.¢ ALOCATIOE Or Cont. CONCRETE \[1ItI 1 '1 LEG LOCATION ,owl I-. OR CONCRETE G I _ BLOCK WALL \ I_ _+_r. - fly.„a,• REQUIRED _ . - RW/BU/LOEX TAPCONS. \ �\� CALK-INS OR ELCO TEXTRON \`I CJ IV/140-20 POWERS FASTENING CD \ I 1!1\ \\ \ 11x111 \\N PANEUAATE O / CALK-INSOR ELCO- •��••11 I POURED f�.']I CALK-INS�\ SIDEWALK BOLT OR 0(OW/IA TEXTRON PANELMATE �jIIIC= CONCRETE \ (SEE SCHEDULE FOR SPACING) �� ©Cont. W/1/4.0-20TRUSSHEAD BOLT•/ (SEE SCHEDULE \ Cont. I% (ti REQUIRED IT—E.D. V (SEE SCHEDULE FOR SPACING). / FOR SPACING). 0 I E.D. \ RW5 FASTENING TAO CALLS OR POWERS FASTENING CALX(-INS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. M.) (SES SCHEDULE FOR SPACING. SECTION 1 SECTION BUILD OUT INSTALLATION CEILING & FLO•R. MOUNTING INSTALLATION SECTION 3 SECTION 4 W/BUILOIX TAPCONS OR 11 E.D. II POWERS FASTENING CALK-INS. III - POURED CONCRETE (SEE SCHEDULE FOR SPACING). REQUIRED N.\\\\\\\\•tL. \\\\\\\\\ Cont.© tro 1 i/4'o-1O r J•S. u. S w/ I • - - ��,++IQ ti.P n•�"., 7/8'r 2/32•WING NUT 0 TY c.c. 1 ,g�' SIDE WALK BOLTS ARE J/4 0x1/J27HICK •••• :'•JVENS�`'•, �• HEAD MACHINE SCREW W/LENGTH NOTE FOR COMBINATION OF SECTIONS: 1'MINIMUM I MaxMAS PER NOTES A2'&B.2(SHEET 1) , ,4416'7 ' 1 SEPARATION TO PANEL LENGTH • � WALL/f7.00R/CEILING MOUNTING SECTIONS CAN BE EXISTING GLASS (SEE SCHEDULE) TRUSS HEAD BOLTS ARE I/2'0A 8 THICK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. it \ HEAD MACHINE SCREW W/LE-TIGTH AS PER NOTES A.2'tr B.2(SHEET 1) /.,..;z1:0,;1,% 1/4:0-20 r J• - _ ... l p STATE OF i Ec$ S8M.3 W/ - b 0 11•o �� I J,4 E a . EDGE DISTANCE �SE,to �'\ +0 O (SEE SCHEDULE ON `7 NAL r+++ rjl'I- I SHEET 4 OF 5) �� �9////dNe4++ ALTERNATE l Iik I r LEG LOCATIONI // r ,', P I"/ FLORIDA- BUILDING CODE ( Non High Velocity Hurricane Zone) POURED CONCRETE REWIRED I. 1, ; T. INSTALLATION DETAILS 02017 iILTECO,INC. CLEAR BERTHA STORM PANEL DRA87/Br RW/BUILDIX TAPCONS DR 07/16/17 O.(l� ( SCALE: 3/8" = 1" (2.25'DEEP) LC CALK-INSPOWERS FASTENING CA -JHS /4 E O.4 (srt SCHEDULE FOR SPACING). E / I I_ �.`.O �Nc.\ EASTERN METAL SUPPLY, INC DATE CEILING & FLOOR MOUNTING INSTALL ATION S Te ear Roos ERNE SECTION 5 MUT TESTING,tr.ENGINEERING COMPANY WEST PALM BEACH R 7)107 17-098 rt.. =vim.Am::St;!4.110;Y..4,0.90,2 n,r=MI,,:posp -vo.To.:orogen-ler. DRAWING No __- We In 111711:101101 OM nn ED-0005719 _ - _ ¢0 11-8•1 avow - _ _ - _ WALTER A. TREE Jr.JP.E. _ sear 3 or_a MAXIMUM A.S.R. DESIGN PRESSURE RATING (D.s.f.) WITH / 1 k__...1..._... CORRESPONDING --.f..- CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND / q CORRESPONDING ANCHOR SPACING "S" (In.) SCHEDULE 1 /OR CONCRETE BLOCK I; FOR INSTALLATIONS IN CONCRETE. CONCRETE BLOCK AND WALL REQUIRED. VARIES �' ® OQR® WOOD 'FRAME STRUCTURES * CUT PANEL I...r--i / GR Min. .CONCRETE ANCHORS ORO ORO O L4AYWUU ASD. um.RWQ tENGTR ANCHORS SPACINGS "5'(in.)... - o 12'9.c. I 5 6 7 DESIGN 1(/f•)• SEc7mN5 !,3 POURED CONCRETE-, 11 2. PRESSURE .093-CLCAR La" SEC1/ON 4:(sorrowDOP/L10r1ow)& N 1(700))' O I® OR CONCRETE BLOCK RADNO(p4.1) STORK PANEL =RON 7(801T0u) &SECTION 4(16P) x r 1. 7 wNl,REnVIRm. +I ,0/ 2'x4' -.725' 1 +28.0, -28.0 70'-0" 7' 12' 72' 3105-1114 OR 6063-76 0 3-76 ALLOYANANGLE. / 2.500' s. N ;\\N NT Co L-' +28.0. -30.0 9'-8' 7' 12' 12' / ,,../7.---.-- y 7 CASE A (Plan) Max. +30.0, -35.0 B'-I1' 7' 12' 12' J 0_ _ +35.0, -40.0 8'-4' 7' 12' 12' 2' 4'x 4'x.072' POURED CONCRETE Max. 3105-H14 OR OR CONCRETE BLOCK /4'0 BOLT 6063-T6 ALLOY +40.0, -45.0 7'-11' r 72' 12' WALL REQUIRED. \ / 0 24'0.C. Cont Alum.ANGLE. 2.500' W/JACKNUT I M" CASE B (Plan) +45.0. -50.0 7'-6' 7' 12' IZ" CONCRETE ANCHORS-...,,_I _ 2'500 O/�./ 0 12'o.r. n Mn. +50.0. -550 7'-2' 7' 72' 12' +55.0, -60.0 6'-10' 7' 12' 12' 1.000 '-ALTERNATE LEG LOCATION POURED CONCRETE OR CONCRETE BLOCK' +60.0, -65.0 6'-7' 7' 12' 12' 2'x 2'x 0.55'TO WALL REQUIRED. \ 2'x 5'x.055"Cont. MM. \Num.ANGLE OR -'1.5X' +65.0. -70.0 6'-J' 7' 72' 12' .080'3105-H154 SHEET ' REOD) \ METAL Alum.BEM PLATE. s x\\ (N\*\\-1 +70.0. -75.0 5"-1Q' 7' 12' 12' #75.0, -80.0 5'-6' 7' 12' 12' I X=B.O.�OISTANCE +80.0, -85.0 5'-2' 7' 12• 12' CASE C (Plan) j +85.0. -90.0 4'-11' 7' 12' 12' \O 1® , +90.0• -95.0 4'-8' 7" 12' 12' 2'r 3'x.093'3705 H-14:OR l eau AN ALLOY Cont Alum.ANGLE CASE E (Plan) •+95.0, -100.0 4'-5' T 12' 12' {Yl/FI ANCHORS 0 l2"O.C. 1:000 SCALE.-.1/4'•• 1' +100.0, -x05.0 4'-2' 7' 12' 12' zl/<•.GAP - +105.0, -110.0 4'-0' 7' 12' 12' A \ • POURED CONCRETE END CLOSURES DETAILS 'Min. PANEL LENGTH IS J'-0' OR CONCRETE BLOCK 1 \(D'CO WALL REQUIRED. SCALE: 1/4" = 1" ANCHORS LEGEND •°MAXIMUM ANCHOR SPACINGS ARE VALID FOR ANCHORS ANCHOR i 3 1/2'EDGE DISTANCE.FOR E.D.LESS THAN TYPE SPACING j1�1 neiel'ii 3 1/2",; NG REDUCE ANCHOR SPACINGHY TAFCON CASED (Plan.) 3, , 'A.�' 3ULTIPLYIRE SPACING SHOWN ON SCHEDULE BY t THE FOLLOW/NO FACTORS. (NOTE:Min. PAN�y 3.0� �1( F� ��'�'' E.D.FOR CALK-IN ANCHORS IS 2 1/27 11 3, .••`"f�•C.•.•"• ✓._ FOR THIS OPERATION TO RE PO5/BEE. REDUCED CALK-IN 2.5' ."-% ` •••STVEP Se _ SPACING OBTAINED USING FACTOR SHALL NOT ti BE LESS THAN MINIMUM SPACING INDICATED FOR 44167 '. FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) EACH ANCHOR TYPE AT ANCHORS LEGEND. i*• 02017 11LIECO,..INC. W1i CLEAR BERTHA STORM PANEL °R. sr: FACTOR \ (2.25'DEEP) LG ACTUAL E D. TAPCON/ CALX-IN y�Zk Of 07/26/17 3' PANCLMATES.86 .75 �/777 - ORIOP`a i0`�, I IL I E C O t N c. \ EASTERN16M ALL SSUWEST ROADS�PPLY, INC DATE IVE S•V%Ir 1L 4` 7Th11T TESTING&ENGINEERING COMPANY WEST.PAW BEACH.FL 33407 17-098 2 1/2' .71 .50 :��� NI11.f711�am,. ( I-7.l05.am.resA( _531 ORAWINO No eiiiaue aR .00mx. Mt Darr 2' .50 _ __.__ - _ _ __ -_ _ _ __ WALTERDA'oLUT� J4..P.E - • _ 00•10'0's WWI,_ 4 - sear-4'Of FLORIDA Lir:I 44167 >! =7For 1/4"0-20 ELCO mato/racoma ? a x a'(Mini Exsnvc WOOD HERDER WDOO,HEADER PANELMATE O G'o.e W/ �-WOOD HFAOER _ �/ i WOOD Brau REQUIRED. REQUIRED. f REQUIRED. 17/8'Min.PENETRATION OR i REQUIRED. STRUCTURAL ADEQUACY 14 S.S.HEX WASHER / 4.0-20 two mole female • likill �, \ /-�WOOD SCREWS WI P ELMAIE O 6•o.c/W/ TOF B I�nf�BYeEAIJ �B C-20 ELCO 7/8'cod+PANELUATE I 11/2'Min.PENETRATION O 6"c.c. 1 7/B"ix..PENETRATION OR // I REGISTERED ENGINEER O 72'c.c.WI I M:7/.PENETRATION. .,14 SS.HEX WASHER l OR ARCHITECT ER✓HSTALLAPOM Conk HEAD WOOD SCREWS WI , O I 1/2'Xin.PfNERTAnON O'6"o:c. HEAD Y�DISCR£WS% /1 Mi� �/ , lf, ..... ,,, ,. I!.6151 ( PENL7RATION 01/28:610.12 6'o.c. : 1 151 / WING r l'. -NUT O EVERY STUD O LI' 12"O. C.STAGGERED 2 Conkt I � TO PANELNATE. F�'! OORO /111 11- 111---- 11 ]..,J . Cont. I 0 10 i O.@ 1/4"0-2D x 3/4' '~ 7/4"0-20 x I'- - j 0,10 BOLTS 7/8'x D i® BOLTS W/7/8'x 1'Min. i'Min.n. /32'WING NUT .3/32"WING NUT I (_SEPARATION iSEPARATION I O 12'GO. I O 12'o:e. -- TO LUSTING Max. TO EXISTING GLASS PANEL LENGTH CLASS I 1'Mi, I I (SEE NOTES BELOW) I SEPARATION TO EXISTING _J,_,_ _, _A,__ I h CLASS ..--* .. ...L._.. Max. —lr WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION �ro EXISMn. • i (Se°E II LENGTH• DW) I ALTERNATIVE 2 ALTERNATIVE 4 GLASS o@1 ti_.. O, r 1"Mm. t..1 I SEPARATION • �I j r/a'o-20 x r• I TO EXISTING I • GE 4 I- s.s. U. J/J? I GLASS I sous W/T/13-x... I (I/ W/NC NUT I 1/}p-20 x•.5/4' j -17-- 3/32'WING.NUT' WOOD BOLTS WI T/9•x O 12•o.c. \ I 0 J2'o.c. / PLATE -1/4'0-20 ELCO mo/ee/femule PANELMATE I 3/32'WING NUT • 2'x e'WOOD ,♦ / •EONRED. O 12'o.c.W/! 7/B'M'n.PENf7RAnON I"T I"I Qr O 12"c.c. • O,® DECK REQUIRED ©OR© = AT X/OW/DTH OF PUTF. I I FI,♦ I ��ZT�� _ . (no nAusH ALLGWEG)i core. I ` twl i 1 • : E• 1i; 250 —'sovT Q �' I :II.bO°' Ill • EO'EO- '-"" -{7 \ T- y 4 ©Goof. 1 e._.— � I ) I DOD 21t 4 a TELL -TATE 1 W000 I I, ..®Goof. j .\ I REQUIRCD. 1/4"0-20 ELCO motee/female PL1TE ` 1 ` \ \ PAN£L14ATE O e'at W/ \RSEOU{RED. \ i 7/25'Min.PENE7RAT(ON OR \LV/ 1/4'0-20 ELCO mole/formic \Vt /14 x I J/4''SS HEX WASHER /I4 5.5.HIX WISHER I PANELMAX PENETRATION OR NEAR WOOD SCREWS W/7 1/2"Min. HEAD IWOO GCREWS W/'\A PENETRATION O 6"p.c. PfR'ETRATION O 6'o.c. l' 114 S.S.HEX WASHER WALL MOUNTING (D. M.) O MIDN7DTN OF PLATE 1 \I HEAD WOOD SCREWS W/ 1 1/2'1 PENETRATION 0 6'o.c. j O MIOWIDTH OF PLATE. CEILING & FLOOR MOUNTING INSTALLATION ALTERNATIVE 1 id I ' I_ ALTERNATIVE 6 WALL MOUNTING INSTALLATION ,BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 NOTE FOR COMBINATION OF SECTION: • WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLA TION DETAILS ON�E4S TING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSTALLATION. i� SCALE: ,11,r�.�a1171i. 1,, ,NOTES: .�`�i*Q;.'JCENSL(�:;.'A `0 FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) 1. INSTALLATION ARE ONLY VALID FOR MAX.A.SD. DESIGN PRESSURE }' ' No..44167 •� A 82017 Hueco INC. CLEAR BERTHA STORM PANEL GRAWN an LENGTHSRATING AND AS PERL'S SCHEDULE SHOWN ON SHEETS 4 OF 5. ; * (2.P5�cap) LG 07/26/17 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS.TO BE _ OF �� O,Tg SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR FOWL l CTANZ \ I i L I E C O \ EASTERN METAL SUPPLY, INC c�. ,®RIO .' G CO 4268 KEST ROADS DRIVE s •�Il ��� UI TESTING,.£NCIN£ER(NG COMPANY WEST PALM BEACH.FL 53407 17-098 SIONA t ewnx.lext Sl s..J0.l sox ua[4 n ur00 �...... :(1o1JS7/-.411.718(x25,'47/-ImI �� ORA No _—________ __ __ _____-__ - -- - i//OBeN1.i' __ LP-000on u-ue ,DMV D Mt w oa®m. urs �e,r out NG __ - - . 'WADER A'RUIN,.Pf.-_-_-_ _I. �> 'x -_ - - SHEET-5=0F S - - - .. ___--- FIOR(W Un.' 44167 x 4