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HomeMy WebLinkAboutProduct Approval-FL11968-R4 tom+ "" �"�'"�. } _- S itu IIC ' + yi l -2�'w�`( � "° l ° .. pf r *L .i + $n 444111.11 • F-- - -' ° __ 3�,'-J I-.' bk�.ft.r.x.. 1 . —�Kr�' +„�; .,_.._...W ...._.. w.............v...� ::..�..._..._ _� �7oxABtPevalie�. n tt$PN�:;nLPR'arnitif 4! fOtaire SCIS Home Log In User Registration Hot Topics Submit Surcharge Stats SiFacts Publications F8C Staff SCIS Site Map Links Search r !arida. .,, 11) 4{(�till)Product Approval USER:Public User RECEIVED A.m.X Approval Menu>Product or Application Search>Application List>Application Detail FLS FL11968-R4 SEP 2'8 2018 Application Type Revision Permitting pe Code Version 2417 9 p8rtmant St.Lucie County Application'Status Approved Comments Archived F:) sSai Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive `t,z West Palm Beach,FL 33407 Aloy (800)432-2204 Irodriguez@easternmetat.com 1101 Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative • Address/Phone/Email • Quality Assurance Representative Address/Phone/Email • Category Shutters Subcategory StormPanels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Li 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 12/31/2018 Validated By John Henry Kampmann Jr. • Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R4 COI EAST tRN METAL SUPPLY.INC.. DRAWING 17-098 CERTIFICATION OF INDEPENDENCE.POF FL11968 R4 COI EASTERN METAL SUPPLY.INC. DRAWING 17- 095'CERTICATION OF INDEPENDENCE:PDF FL11968 R4 COI EASTERN METAL SUPPLY.INC: DRAWING 17-098 CERTIFICATION OF INDEPENDENCE;PDF FL11968 R4 COI EASTERN METALSI;IPPLY2c INC. DRAWING 17- 094 CERTIFICATION OF INDEPENDENCE.oaf 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 F111968 R4 Eouiv EASTERN METAL SUPPLY.INC. DRAWING 17- ' 095 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF , FL11968 R4 Eauiv 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- , I 096 LETTER EQUIVALENCE BETWEEN SSTD 12-99 AND ASTM E-1996.PDF ,1 FL11968 R4-Euuiv EASTERN METAL SUPPLY2c INC, DRAWING 17-094 LETTER EOUIVALENT 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 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. ,i Drawing Number 17-094 I 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.Ddf 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" FL11968 84 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 EL11968 R4 II EASTERN METAL SUPPLY.INC. DRAWING Approved for.use outside HVHZ:Yes 17-095 24 GAGE GALVANIZE BERTHA STEEL STORM Impact Resistant:Yes QANEL,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 forother 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 b 'y, -Drawing Number 17-098 tracks to provide hurricane protection. 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 17-098 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 FL11968 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 .PRODUCT OF EVALUATION REPORT.PDF • "ASTM E-1996: Created by Independent Third Party:Yes Contort Us::7.601 Blair Stone Road,Tallahassee Ft 32399 Phone:850-457-1824 The State of Florida Is an AA/EEO employer.Copvrioht 2007-2013 State of Florida,::Privacy Statement::Accessibility Statement::Refund Statement 1 Under Florida law,emall addresses are public records.If you do not want your email address released In response to a public-records request,do not send electronic mall to this entity,.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 550.487.1395..Pursuant to Section 455.275 (1),Florida Statutes,effective October I,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 addres, 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 clickhere, Product Approval Accepts: rr 1x01 • Credit Card • • Safe sect'ri(t MP Cita S 'I • • • • GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(RED.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (611, EDITION) OF THE FLORIDA BUILDING CODE (B) TO EXISTING CONCRETE BLOCK WALL ASTM C-90 THIS STORM PANEL SYSTEM SHALL LLAT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADE/BROWARD COUNTY). -1/4'"0 TAPCON ANCHORS MANUFACTURED BY LT.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, INC. Y. FOR A WINO SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND- AND E0 XO CONSTRUCTION PRODUCTS, TRANCHORS A FOR A.DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-70 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL -1/4 0 X 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. NOT EXCEED THE MAXIMUM (AS.0.)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 PAMELMATES INTO THE CONCRETE BLOCK UNIT SHALL BE SHALL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 7 7/4" TO COMPARE THESE V7/MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 &5. 9.2) 7/8"CALX-IN ANCHORS AND 3/4"SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNISTORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.7.2 OF 1/4" NO EMBEDMENT INTO ST LL B SHALL " PERMITTED. THE ABOVE MENTIONED CODE AS-PER ATL REPORT #0130.01-01 AND#0703.01-07, PER IMPACT TESTING EQUIVALENT TO AND I"0MINIMUM20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, ASTM E-1996 STANDARD&ASTM E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2-&3 AS DEFINED AND 1' FOR WALLS WITH` NO STUCCO. BY ASTM 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 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.?) &6.2)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 AREAS FOLLOWS: TYPICAL PROPERTIES APPLICABLE STANDARD REFERENCE RESULT 9. BE ATTACHED TO INSUREIr SHALL BE 7NE NSIBILITY OF nir PROPER ANCHORAGE.CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO PHYSICAL• 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL SHUTTER IN SPECIFIC GRAVITY ASTM D792 1.20 G/CC 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 D638 8,700 p.s.i. 17. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT FLEXURAL STRENGTH AT YIELD ASTM 0790 12,500 p.s.i.. PATH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. FLEXURAL MODULUS ASTM 0790 340,000 p.s.i. 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED 1N THIS DRAWING PLUS ANY BUILDING AND ZONING IMPACT-- REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. NOTCHED IZOD ASTM D256 18 FT-lb/in 13. (A) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC a; - A . :: 1'.T PROJECT: I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SMOKE DENSITY ASTM D2843 75 (MAX) (B) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM D635 C-7 CLASS (MAX) PRODUCT. BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS SELF IGNITION ASTM 61929 650 'F DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (C) THIS P.E.D.- WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS 3.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY& TEMPER. (0) 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 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 KSI YTELD STRENGTH AND 90 KSI 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 AIN 304 SERIES STAINLESS STEEL, WITH 36 KSI MIN. YIELD STRENGTH. THAT PREPARED IT. ' 6. ANCHORS TO WALL SHALL SE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) 70 EXISTING POURED CONCRETE: MIN. F'C =3 KS! • -1/4"0 TAPCON ANCHORS MANUFACTURED BY I.T.W. BUILDEX THIS DRAWING SHALL ONLY BE USED TO A-/4'ND 0 XO "CALK-IN CONSTRUCTION PRODUCTS RESPECTIVELY.LCOME& FEMALE PANELMATE"MANUFACTURED BY POWERS FASTENERS, INC ,11j1,,i. A; ;.°'�r�� OBTAIN PERMITS IN THE STATE OF FLORIDA -7/4"0 X.3/4"ALL POINTS SOLID-SEE ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT dr SPECIALTY COMPANY. � • �11 w,/w Z � ..0-.JCENSF NOTES �� FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) A I)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4"AND FOR ELCO PANELMATES IS 1 3/4" ♦ NO 44 O7 .j. 0n 7747xo,wa CLEAR BERTHA STORM PANEL DRAWN OW A2) 7/8'CALK-IN ANCHORS AND 3/4"SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. .*• - (225"DEEP) Lc. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. •' OF - 07/16X17 1/4"0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST, AND 1"MINIMUM FOR WALLS T '• EASTERN METAL SUPPLY, INC DATE 4.. WITH NO STUCCO. - --' /C 7 ORAD 0."N. ECO INC. I,SS ROADS DRIVE A3 IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS. OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, O F "'' 4268$S TINGANC&ENGINEERING COMPANY WEST PAW BEAM a 15.07 17-098 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS ar �J •ONAL--I•.. sr.,r.,� 646,06.R Lrd INDICATED ON NOTES A.1)&A.2)ABOVE. '���//i//I4i�I TB 0005719 �o-rur r na �.. moo,. dR NG No c _ _ __ _. _ .__ SHEETT 5 ._ _ __ _ ____ __ _____-. - - - _ ' __ _ norm WALTER.A.min-Jr..P.E.P.E; _ 1 p - --ov- 4y� "-_.- __- FLORIDA W./84167 _ 1L - yid �`� �° FILE COPY . , 15.120' 9.120' CONCITC7r ANCHORS(Sir SCHEDULE) IA.: : I 12.000' 6.000' 1.500' i 4.500" 1.500' , 4.500' 1.500' I .---, 1.500" 4.500' 7.500'- 17-'-' 7 17 7--71-1.17 7 71- 7 71- I r 1 i 9 AT..vpuvac eiv) 1 I i I I . I 0 AS*FUGATE(UP.)----- -,. 1 } ' if "--\\ 7-1 -\\\\ COLERAN C 11 0.100'1 TOK TOLEHANCE I LB,_. _ _o...-\\*,,,,,7.1 ( 7 .11 ---1,.___ ',-- 1----2.125' 1 .3.675" 1 2.125"-- L_ ,50" .3.875" I 0 CLEAR PANE!,, €1) HALF CLEAR PANEL. "(I)" 4....______ 27.120' 24.000" .17-' 1.500' 4.500" 1.500' i 4.500" , 1.5110H I I 1 , I i /- \ -\\I n 2 N ...'"---o.roc,"s tar rowmcc I i....3.-4---------cavcRnr ANCHORS(SEE s-chEauco STORM PANEL, TYPICAL, Et.EvAnom ' 3. : N.T.S. 1-2.r25---L---3875' II 2.125' 3.875' ' 2.125' 3.875' 2.135' T i,_, \ j \ _/.\ / \ r-,\ ! \ /4. DOUBLE WIDE CLEAR PANELS EC A-A \--.3),,,,fg 7 s 1 •1 2- ( • J74-.,,,.. %,, r q r7F-94.- 14 ! Il+-. ' ------17 -1-.• Lk. .169' .1.,_1 tea- II . li A • '4,190' .091'_,..S25' -r n .1._.i.- ..--............--.* " .3--7E1P4IRil 7nr--. il , J 1/4.4 S.s silL0 Iv. :, ) 1,1! '''i-r , . IR ,,,,..._., if o re c. \ill .750 -- ..z!t... L ,,,,, . , _ nnm. li '... .1 R raunvier I 1 t . r.- 6. -,s...: ' _41 .9s•R , LEG LOCATION .0 ' .,. , •.,. .'' .09.1:- .L..... ‘' 1 ow-1 ' 1 OCTAL 1 oi q, . --1.9so•---1 A......= I I-I i p...,,,,,0:. 0 3" ANGLE BUILD OUT .1) 3/8" B.O. (,.....i) .7-- TRACK ANGLE ® REVERSED .632' BRA CK ET "F" TRACK "F" ANGLE ® MINI WALL I.75"x0,632" DETAIL TRACK ANGLE WITH STUD . MORI RAND FVG X,/ , .125. .613- I .„._...1.__ la to, tik N:TILON. PONEN TS t 0 411Y4 ' - •,,,iiii • . - .......A.. h. -e* .....P f. .stAtx: 3/8" = 1" 2 , ,,. • '`e:7,111111 '. • 1 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) fog I No.441 1 ,:102017 TILTECO,INC. . CLEAR BERTHA STORM PANEL mow an i 1 i 4626. I ..A..,t. i..._*......„.....,__ 4(... 0 1*,: (2.25'DEEP) LC. I 5.000- IT OPTIONAL I 1111 .,.; -• -l .. .9.5r• 07/26/17 ,Ar.,./.003 .., E C 0 I N C. ® 2"x5"0,fAxx7/8" ® KEY HOLE AT PANEL CS.ID KEY HOLE WASHER \ EASTERN METAL SUPPLY, INC 4266 IVEST ROADS DRIVE DATE ANGLE WITH STUD .009-1054 Man ALLOT 17.''..."8/ON At. f, JES.,,,TINO 3,1LANZ 0 EERAOgOnALT12; IVE5r PAU/MCA FL 33407 17-098 ,Tois;i; WALSER A. TILLIT Jr.PE. I al,tY041 OVIVII J SHEET 2 or 5 -- --- - - - - FLORIDA Tics,44167 CALX-INS OR PLCO TEXTRON TRY B!I/LEX OTAPCONS RW/BUILDER TAPCOTAPCONS. O Cont. 7/8',J/JY WING NUY O Z1ERY S7V0 O P.WNLMATE DCB'w/1//<0-20 \ POWERS FASTENING \ BW/BU/LDEX TAPCONS OR POWERS FASTEMNG CALK-INS / I2'O.C.STAGGERED SIDEWALK BOLT OR Ou W/r0 CALK-INSOR ELCO \ POWERS FASTENING CALK-INS—J OR ELCO TEXTRON PANELNATE TO ANCHORS IY/1/4 e-20TRUSSHEAO BOLT• TEXTRON PNVELkArE (SEE SCHEDULE FOR SPACING). I n E 0. \, (SEE SCHEDULE FOR SPACING). . F 875.1 (SEE SCHEDULE FOR SPACING). .sIlt (SEE SCHEDULE FOR1 \ 1I E.A I� SPACING). "� Cont POURED_ r-ii! 1 I 7. —J-7-= I • __ ..-.1%: -" © CONCRETE ♦ ^�I —SII 1,1% 500' REOUIREO��� \,'\\ ,b f. . \ \ POURED I. •{ POURED E O. ------14-4P— I� 1 M CONCRETE f.0. CONCRETE \ E 0. ►, I I [�I,I: REQUIRED I 0•�� REQUIRED \\\ \♦\\ u•\- CONCRETE BOLTS w/7/B'/4' x i �� A� \ ` \\ \\'\\\\\\ RE�-x• \ J/J2'WING NUT 1 �Q 7/A G-20 x r � `J.�'9 \\ `..`\� 0 T o.c.• SSM.S. W 1'AGn. - I 7/8'x 4/32' SEPARATION RING NUT R TI SEPARATION Alas. TO RRG I'AG, O 12'o.c. • TO RATING PANEL LENGTH CLASS Mer. SEPARATION ^..�-__- -. GLASS (SEE SCHEDULE) (SEEPANELS LENGTH TO SnNG. SCHEDULE) GLASS ` _-� — • 1I I 7'Ann. Max. SEPARATION PANEL LfDGRI 7/1"P-20 x T' , TO E0ISONO (SEE SCHEDULE) S.S. S W/ Mer. GLASS ' 7/.M. J/J2' PANEL LENGTH MC NUT I//.,/ \\ \\\ \� (SCE SCHEDULE) 7/B'x J/JT• O 77'o.c. _ lk .n POURED / �,n POURED EVERY SND �'•I� J ` CONCREIEJ / \1•� CONCRETE \ m I2'a C. OR CONCRETE Oft CONCRETE E 0. 7/1'P-TO x J/�' r-. \ BLOCK WALL E.D. • BLOCK WALL BOLTS W/7/B'x ;�B' I , \\ REWIRED RCOU/RED \ J/31'WING NUT i!I S �. POURED ALTERNATE O ont. CONCRETE EI D'_ \[RTI:._ ,_ �� LEG LOCATION `!♦ I OR CONCRETE I- _ BLOC:KU ALLRED T`,I1 CALK-INS OR ELCO TEXTRON T• TTW/BU/LOEX TAPCON� � ' \ ��i \1\\ El \\\" (Z POWERS FASTENING 1- PANEUAATE O[}IY/T 4'0-20 • 0NK-7NSOR fLC POURED ! CALK-INS SIDEWALK BOLT ORO W/(( TEXTRON PANELMOT \ PEG= CONCRETE \ \ 0 Cont. W/I/4 0-20TRUSSHEAO BOLT./ (SEE SCHEDULE \ C.I. I` (J REQUIRED I E D. (SEE SCHEDULE FOR SPACING)-\ (SEF.SCHEDULE FOR SPACING), FOR SPACING). © { E D. OW/BU/LDEX TAPCONS OR \ POWERS FASTENNG CALK-INS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (D. M.) (SEE SCHEDULE FOR SPACING. • SECTION 1 SECTION BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING INSTALLATION SECTION 3 SECTION 4 ITW/BUILDEX TAPCONS OR E D. N�y • POWERS FASTEN/NO CAU(-INS I I \ POURED CONCRETE (SEE SCHEDULE FOR SPACIN\GG). N I \ • REQUIRED SI-":7-- 1., -,• ., p Try Cont.® [RTj-, I 11,111,�{��`r,�fTq. 7/8'=J/JY WING NUT 0 12'o.c. I 0.0 SIDE WALK BOLTS ARE J/4 Cx3/J27H/CK \11*I- ,`OENSl� 9=_ 1'MIN/MUM HEAD MACHINE SCREW w TN NOTE FOR COMBINATION OF SECTIONS: N • y c•••.• Mex. AS PER NOTES A2 h 8.2(S EET 7) .__.__�.____._ • Na.44167 SEPARATION TO Pµ,2 LENGTH • WALL/FLOOR/MUM'MOUNTING SECTIONS CAN BE EXISTING CLASS \ (SEE SCHEDULE) TRUSS HEAD BOLTS ARE 7/2 Cx8'LHICK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. HEAD MACHINE SCREW W./LENGTH •AS PER NOTES AZ d1 8.2(SHEET I) s 1 S S.MS:W/ ( / OF 11 7�YANG/NUT32. I7.111.;, .�R�•,.••�'• 11 0 1Y o.c. DI> E A- EDGE DISTANCE S \111 i� -� (SEE SCHEDULE ONS/ONA�t�,7 0 1: I SHEET 4 OF 5) '....riinorsy.� ALTERNATE, '•1` LEG LOCATI N1 // '/ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) POURED CONCRETE / I' I ! I ,- INSTALLATION DETAILS REQUIRED 02017 1571X0,,INC. CLEAR BERTHA STORM PANEL DRAWN BT.: ITW/BUILDEX TAPCONS OR j� i1 SCALE: 3/8" _ 1" (2.25'DEEP) POWERS FASTENING CALK-INS .....)..1 E D. E D, 07/26/77 (SEE SCHEDULE FOR SPACING). /1101717.7.\, EASTERN METAL SUPPLY, INC RATE CEILING & FLOOR MOUNTING INSTALLATION * WEST ROOS DRIVE 334 SECTIONS TILT TESTING R ENGINEERING COMPANY WEST PALM BEACH.EL u{07 17-098 aysv.r.SM.e[. .. P•tmc n VR.C.4 vS.C6 Mans:(.109)121-1110.ren:(xavn-len DRAWING No ern Os eaemr .ars OM PO 6®••]r saw EE-0006779 • _ '-ae mAtnr :. .. _ _-_____ WALTER A 71(117'Jr.PE _ SHEET .7'OF 5 _ __—_ __. _ __ ._ __ _ _ _ _ , ___ FLORIDA Lie:144767 - - -- s- — __ MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.) WITH --• T - CORRESPONDING MAXIMUM PANEL LENGTH "L" (Ft.) AND POURED CONCRETE CORRESPONDING ANCHOR SPACING "S" (In.) SCHEDULE OOR CONCRETE BLOCK FOR INSTALLATIONS IN CONCRETE. CONCRETE BLOCK AND WALL REQUIRED. cur° melts ©oR DOR® WOOD FRAME STRUCTURES * NQ L r J / \ J -CONCRETE ANCHORS ORO OR©OPO LS ANTI A30. Mm.L(IL) lE/.L^M ANCHORS SPACINGS 'S'62)a« / O 12'O.C. . DESIGN 1(R')• SECnONS E 3,S' , J/ POURED CONCRETE- PRESSURE .093'CLEAR 07NI SEtmpN 4(BOnOM) (ToP/DOTTOVO a g 5 74nROP) �,® OR CONCRETE BLOCK Rowe(µ,.T.) stow PANEL SECTION t(80170M) T'( WALL REQUIRED. Q 2'x x.125' I- I 'CO +28.0, -28.0 10•-0' r 12' 12' 31055-H14 OR J. ' y 71 77 6063-T6 ALLOY 2.5�' •• \ \\ ♦5 Cont.Alum.ANGLE / Min. - L #28.0 -30.0 9'-8' 7' 72' 12' 7 / VARIES 1 2' +30.0, -35.0 EF-11" 7' 12- 12• CASE A (Plan) _ _J 9I Max.x _t +35.0, -40.0 B'-4' 7' 12' 12' 2'......1\`4'x 4'x.072" POURED CONCRETE / Mox. 3105- OR OR CONCRETE BLOCK /1/4•a BOLT 6063-16 ALLOY +40.0. -45.0 7'-11• 7' 12' . 12' WALL REQUIRED. -, 240.0LO Cont.Alum.ANGLE. 2.500' W/JACKNUT • +45.0. -50.0 7•-6' 7• 12' 12• 7 ^ i °a% 10.e. CASE B (Plan) CONCRETE ANCHORS Min. O 12'o.c�7 n +50.0, -55.0 7,-2' 7' 12' 12' -� -- +55.0, -60.0 6•-10' 7' 12' 12' 7.000 ALTERNATE LEG LOG4DON POURED CONCRETE .......„\::.s. 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'Conf. Min. Alum.ANGLE OR --['1.5X' +65.0• -70.070 6'-3' 7' 12' 12' .080'3705-H754 SHEET �\\\\E\\\ �, � METAL Alum. BENT PLATE + .0. -75.0 5•-10' 7' 12' 12' I X>B.O.DISTANCE +75.0• -80.0 5'-6' 7' 12' 12' 0,C4 '® i +80.0. -85.0 5'-2' 7 12' 12• CASE C (Plan) +85.0 -90.0 4'-17' 7' 12• 12" O7Cl +90.0, -95.0 4'-8' 7' 12' 72' 2'x 3'x.093'3705 11-14 OR 6063-16 ALLOY Cont.Alum.ANGLE • WITH'ANCHORS 0 12'0. G / - CASE -E Plan +95.0• -100.0 4'=5' 7' 12' I2' I 1 000'i. SCALE 7/4'-7' 0.0, -105.0 4'-2' 7' I2• 72' .... _ z1/4•GAP r, wept +10 A \ - +105.0• -110.0 4'-0' 7• 72' 72' l`�{��/, POUREDCCON a�E END CLOSURES DETAILS Min. PANEL-LENGTH IS 3'-0' �J.'� WALL REQUIRED. / ANCHORS LEGEND I SCALE: l °J = J'r O4MAXANCHORS IMUM ANCHOR SPACINGS ARE VALID FORANCHOR 1 i 3 7/2'EDGE DISTANCE.FOR 0 D.LESS PLAT( 737'E MIN. RACING MULTIPLYING SPACING 21 REDUCE 7SHOWN OR AON SCHEDULE BY TAPCON/ CASE D (Plan) �,,'0 p CING BY , X711 ii THE FOLLOWING FACTORS. (NOTE:NO. 3.0• �1 E.D.FOR CALX-IN ANCHORS IS 2 1/27 °��� 1�1 ✓ FOR THIS OPERATION TO BE P0578LE, REDUCED CALK-IN 25• :' ,.�jENSF'•. �_ SPACING OBTAINED USING FACTOR SHALL NOT L BE LESS THAN MINIMUM SPACING INDICATED FOR ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) EACH ANCHOR TYPE AT ANCHORS LEGEND. i .44167 ••• 020/7 721E'C'O•INC. _ CLEAR BERTHA.STORM PANEL DRAt.c Br FACTOR . ••'�*. (2.25"DEEP) tC' ACTUAL E 0. L STATE OF , 07/26/77 PANTOATES -- I&C �� p J ''L'E C O. EASTERN METAL SUPPLY, INC DATE ORIO.. �� INC. \. 3' .86 .75 �_�•2'•••...•••• �/.�'!I 476PAIN O RWDS .134 2 7/2' .71 .50 %.sS�ONAI.� EST•-T TESTING d ENGINEERING COMPANY WEST PALM°EACH•FL 33407 J7-Dg8 615W.x:36v.5/.SM1.7M.t¢GOra.OKOO.S i<91Q0 -2' .50 _--_ �'4,01,00"/ Pl.,.:pnrv7rB-00 71:(.wNn-rvr m r art ax o�ry aur CRANING No _ _ ____ _- _ __ 4 OF 5 I/411-20 QCO mete/lemok 4'x @'(Mh. EA75DNC MOOD HEADER WOOD HEADER PANETMATE O 6'o.c W WOOD HEADER ���/// / �/ WOOD BEAM DEQUAD. RfOU/R£D. �REOUIRfO. _1 7/8'Min.PENETRATION OR ��OU/RED. STRUCNRAL AOEOUACY /14 S.S.HIX WASHER 1/40-20 ELCO male/!emote of fX15DN6 WOOD REAM 1/0L2 /14 W000 SCREWS W/ PAN£LMArE O 6'o.e W/ TO DE CE,.10, !T)' r all11114: 1 /'1/4 C-20 FLCO male//,mala PANQLIAT£ 'Min.PJlETRADON O 6"o.c. 17 @Nvt.PENETRATION OR 121 HEAD:WOOD SCREWS W/ f14x 1 J/4'SS HIX WASHER r • l TO SHUTTER 1NST OR ARCHITECT PRIOR -_-_.. I 1/2'Min.PENETRATION O 6'o c HEAD WOOD SCREWS'W/! I/2'Min. _r_0:757 ! (I PENETRATION / L I 7/8'x 3/32'WING ��•y I . ----NUT O EVERY SND O "I j� • I r0 PANEUJATC �LJ U� i,„...1 -I- , r ©CorRiTO �/` O.@ O•® 1/4"0-20 x 3/4" 1/40-20 x 1' O,TB BOLTS W/7/8''x Q•® BOLTS W/7/8'x 3/32'WING MIT 3/32"WING NUT 1'Min. • I'Min, O 12'c.c. 0 12'o.c. ' �SEPARADON `SEPARATION TO£LASTING Max. 70 EXISTING GLASS PANEL Irwin GLASS 1'Min. (SEE NOTES BELOW) I (........._SEPARATION TO EXISTING �� __A _3/ - I _,1_ GLASSMn -'r WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION L_SE1.1-1.nMom.( (SEE Y7TES LENGTH ALTERNATIVE ?, ALTERNATIVE 4 TO ALTERNATIVE 1=11111111 OI sfI'Mn. O. -n, ExliM4I 1/4'0-20 x !' I I 7Oc NG ; r/40-2o x J/4' • � +�-I- S.S N. s. W/ I BOLTS W/7/8'x, �I 7/B'x J/J2 I 1/4 0-20 x 3/4' -4- 3/32'WING NUT 1 I WING NUT • I \WOOD O 12"c.c. BOLTS W/7/6"x 0 12'c.c. PLATE 1/4.0-20 QCO mol,/female PANQAIATE I 3/32'WING NUI 2'r 8'WOOD Jo ` EOU/R£D. O f2'os. W/1 7/B'Mln.PENETRATION ■T Or @ O 12'c.c. 0,1® DECK REQUIRED?®OR©. Ilzp AT N/OWID7H'OF PLATE. ♦ I I (NO FINISH ALLOWED) Oonl. E. P R £• �/ EO?EO-fit_ �I • £0 . ♦ I 7 2 , ®Goof. T- ---� I 1,' - \ I DDD.. 1 2x.1 • YY L. G //(Q� I/4'0-20 l WOOD ®Cont. 111 REOUWLD. QCO malee/lemale PLATE .� PANEIAUTE 0 6'o.<W/ F1�t/1\?E0. A `, \....\ 1 7/@'Min.PENE7RA71ON OR ` PAN4QMd OC B'olc/sy�N O /1d x 13/4"SS HEX WASHER 1M S.S.HIXWASHER / HEAD WOOD SCREWS W/1 r/z'Min. ! 7/B'Min,PENEIRA7lON OR HEAD WOOD SCREWS W/ PENETRATION 0.8'o.p \\\ 1 1/2'Nin.PENETRATION 0 6'o.c, /14 S.S.HEX WASHER WALL MOUNTING (D. M.) 0 AI/DM701H OF PLATE ! HEAD 1/�D PINTRRAT/ON 0 6'o.a ALTERNATIVE 1 I j 0 M/OWOiI!OF PLATE CEILING & FLOOR MOUNTING INSTALLATION il--� ...i__.i -:; ALTERNATIVE 6 WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION ALTERNATIVE 3 ALTERNATIVE 5 . 1• I" PM: • er PF ler: WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLA TION DETAILS ON �X%STING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSTALLATION. y,in"'+�.�� SCALE: 1,147c pi 11 l . NOTES: .,,�Iy,Q' GEN$ '., `� :'••J F FLORIDA BUILDING CODE ( Non High Velocity Hurricane Zone) T. INSTALLATION ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE T No.44167" I 62617 n rco Nc CLEAR BERTHA-STORM PANEL DRAMN Br RATING AND PANEL'S t - f*; (2.25"DEEP) • L'G LENGTHS AS PER SCHEDULE SHOWN ON SHEETS 4 OF 5. 07/26/17 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE / ,� OF ��3 EASTERN METAL SUPPLY, INC DATE SOUTHERN PINE No. 2, VI SPECIRC DEN5171'OF 0.55 OR EQUAL. 6 �'� 11 Q I I L I E M CO 1 M C. \ •.. .R.... }� 4269 WEST ROADS DRIVE 16 Vs ;Ac, , LIT TESTING&ENGINEERING COMPANY WEST PAW BEACH.FL 33407 17-098 . S/•O•..••• C mzw.r. "51.sn.xax x.r:uaxTit a xTIW NA4 .•' Pm»':(sa,fen--1 e. (w,yan-lilt DRAWING No - - __ _ _ ''':� ......tPfl�" ED-0006719rroxm Isar, COMM Waft IOW PM �'� Quarts WI' _____ _ --_ _ _- _ _ _ __ WALTER A TILL?.h.P.F. SHEET 5 OF 5 _- - _ - ---.FLORIDA 1.1c-1 44167 -