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5/24/2018 Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsxYIeb4opODchXgaXPmSkBJJXaX6PJpjVBZizIpQE%2f0g%3d%3d 1/2 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Application Detail FL #FL11964R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800) 4322204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley lrodriguez@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 the Evaluation Report Walter A. Tillit, Jr Florida License PE44167 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 FL11964_R4_COI_EASTERN METAL SUPPLY, INC._ DRAWING 17097_ CERTIFICATION OF INDEPENDENCE.PDF FL11964_R4_COI_EASTERN METAL SUPPLY, INC_DRAWING 17089_ CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year (of Standard)Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards 5/24/2018 Florida Building Code Online http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqsxYIeb4opODchXgaXPmSkBJJXaX6PJpjVBZizIpQE%2f0g%3d%3d 2/2 Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL #Model, Number or Name Description 11964.1 0.050" Bertha Aluminum Storm Panel (2 inch) Drawing number 17 097 Corrugated aluminum Storm Panels retained or not by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large missile. Max. span is 13'0" for +30, 30 p.s.f. ASD and 4'0" for +90, 130 p.s.f. ASD for retained panels. See sheet 2 of installation drawing for other spans and pressures. Installation Instructions FL11964_R4_II_EASTERN METAL SUPPLY, INC._ DRAWING 17097_ 0.050 BERTHA ALUMINUM STORM PANEL.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11964_R4_AE_EASTERN METAL SUPPLY, INC._ DRAWING 17097_ PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 11964.2 24 Gage Bertha Galvanized Steel Panel (2 inch) Drawing number 17 089 Corrugated steel storm panels retained or not by tracks to provide hurricane protection. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: Large Missile. Max. span is 9'10" for +32.6, 32.6 p.s.f. ASD and 2'8" for +58.0, 58.0 p.s.f. ASD See sheet 2 of installation drawings for other spans and pressures. Installation Instructions FL11964_R4_II_EASTERN METAL SUPPLY, INC_DRAWING 17 089_24 GAGE GALVANIZED BERTHA STEEL STORM PANEL.PDF Verified By: American Test Lab of South Florida Inc. Created by Independent Third Party: Yes Evaluation Reports FL11964_R4_AE_EASTERN METAL SUPPLY, INC_DRAWING 17089_ PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8504871824 The State of Florida is an AA/EEO employer. Copyright 20072013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a publicrecords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL = BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI—DADE / BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS 13Y MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0321.01-05, # 0812.01-05 AND # 0119.01-06, PER ASTM E 1886-02, E 1996-02 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE 0 (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052—H32 OR 3004—H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS S�-IALL BE ALUMINUM ASSOC ATION 6063—T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS 4 STUDDED PLATE AND 5 SNAP CAP ARE PATENT PENDING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) —1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. —1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. —1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. —1/4"0 X 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO PANELMATE AND ELCO NAS IS 2". A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED- -1/4"0 —20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: —1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. —1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. —1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. —1/4"0 x 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". B.2) —3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 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 BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) & 8.2) ABOVE. (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15. ANCHORAGE SHALL BE PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. 8. 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. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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 P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. CEN�"/T� i * No. *4167 * 3 'O STATE OF' + THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 14. 101 ' (TOTAL WIDTH) k 2.000' (EFFECTIVE WIDTH) 1.070'.170" 1.070" APPLICABLE�0800(rp.)(TYPO0 0 0.250" II I o 2.020" f-- -•i 2.020 - FULL PANEL W/ HEMMED EDGES 14.375' (TOTAL WIDTH) 12.000" (EFFECT/VE WIDTH) 1.070"',1770 1.070" ©.®AS APPLMABLE/]_050"(1YP.) I (TYPJ 0 h o 0 i 2.020" i- 2.020" - OPTIONAL FULL PANEL W/0 HEMMED EDGES 8. 151 ' (TOTAL WIDTH) 15.000"(£FFECTI✓E WIDTH) 1.070" //�� 4.880" 1 170 - AS APPLICABLE (TYPO 0 o T o 0.250' N ryy° o 2.020 - HALF PANEL W/ HEMMED EDGES 8.425' (TOTAL WIDTH) 5.000'(EFFECTIVE WIDTH) 1.070" 4.880' 170" ©•@AS APPUC46LE �/ 1 050"(TYP-) i (TYPO 0 � o o N 0 --� 2.020" �-- OPTIONAL HALF PANEL W/0 HEMMED EDGES (1) STORM PANEL SCALE: 114-= 1" 'r--3'-I--CONCRETE ANCHORS (SEE SCHEDULE)�3"� Max. Max. 1 Min. 1 Min. CONCRETE ANCHORS (SEE SCHEDULE) --3"-{ MM STORM PANEL IMA&. TYPICAL ELEVATION N. T. S. I-1/4" Mox. GAP 1/4" Mox. GAP-{ SECTION A -A N. T. S. N0.44167 S�4NAlEaG MAXIMUM A.S.D.DESIGN PRESSURE RATING (2 s f) AND CORRESPONDING MAXIMUM PANEL LENGTH L" SCHEDULE PANELS RETAINED AT BOTH ENDS WITH TRACKS saes®®@® OR DIRECT MOUNTED �k MAXIMUM ASD. DESIGN PRESSURE RATING (P.-0 Mox. PANEL LENGTH L (ft.) +30.0, -30.0 1j, -O- +35.0, -35.0 12'-0" +40.0, -40.0 12'-4' +450, -45.0 12'-0' +50.0, -50.0 11'-0' +55.0, -55.0 10'-0' +60.0, -60.0 9'-4" +70.0, -70.0 8'-0' +80.0, -80.0 7'-0' +90.0, -90.0 6'-3" +90.0, -700.0 5'-7" +90.0, -710.0 5'-1" +90.0, -120.0 4'-8" PANELS RETAINED AT LEAST IN ONE OF THEIR ENDS WFM TRACKS ®0a OR ® * MAXIMUM AS.D. DESIGN PRESSURE WING (P. s. f.) Max. PANEL LENGTH L (H-) +30.0, -30.0 1j, -O- +35.0, -35.0 12'-0" +40.0, -40.0 11'-3" +45.0, -45.0 10'-0" +50.0, -50.0 +55.0, -55.0 8'-2" +60.0, -50.0 7'-6" +70.0, -70.0 5'-5" +80.0, -80.0 5•-8' +90.0, -90.0 5'_0" +90.0, -100.0 5'_0' +90.0, -110.0 5•_p' N01E MAX. A.S.D. DESIGN PRESSURE RATING & MAX/MUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNT/NG INSTALLATIONS ON SHEET 7 OF 17 1S + 50 0, - 50.0 p. s. f W/ 88" MAX. PANEL LENGTH. MAX. A.S.O. DESIGN PRESSURE RATING & MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERNATIVE 111 AND 14 ON SHEET 14A AND 15 OF 17, RESPECTIVELY, ARE +50.0,-60.0 p.s.f FOR 78' Max. PANEL LENGTH, AND +50.0, -50.0 p.s.f. FOR UP TO 108" PANEL LENGTH. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 20 h- HEADER SELL : i • _ , 0.010 DP. X 0.010 R. 2368 1/4- / -20 S. S. MACH/NE BOLT W/ NUT d WASHER tiyo rIT14' O 12' 0. C w R' pq 2350" is �EO E. +iq h �Y • �g6• A p b L .om• .090• _ 1 'gip e yy .#' 4 3 ,� N Tel- F g Q cont.'&• eyia + .150' �• e�6 •.09i' n 1 R.450 .090" .090' .094• N =� u '�� . + � -1� 30 3000' -21z5 2.464' 2.4493" F" TRACK II---- }. 93-�' 30 30 3' Max. "U" BU/LD OUT 3A OPTIONAL 3" Max. "U' BUILD OUT HEADER U' HEADER 5� 3" MAX. ANGLE BUILD OUT BRACKET' 1-1 3/8' = I' - = J/8". 1' (2) REVERSED "E" ANGLE TRACK 0. L 0 LARGE KE HOLE (OPTION 1) L off, AL7FRNATE T- n -T pp LEG COGRON � .093' n 3 n �1h X2000'--1 ® F' TRACK ANGLE -: l/-' - 1" $ /.315' /.650" /315" SMA�K�HO�(OPTION 2)2) SOME : 3/6' - 1' r.-, 1/4' / -20 S. STUD RNF7E0 TO AILSE 750 r O SPAC/NGS SHOWN ON SECTIONS. SEE DETAL I o �9 STUDDED ANGLE 6061->5 Num. ALLOY /.317" £CCE OFQ 12A ROUND HOLE AT PANEL 12 KEY HOLE AT PANEL ]-7116' 643 415 I�. 125• r_ . 281 -- R1.828' 1.375• .062'N ?_ _ _ __ _ 7YP. F� 5.�•--ice I. 15 SNAP CAP 16 B.O. ANGLE I 675' 658- 6063-16 ALLOY %�- Y.1RIF5 DETAIL 1: STUD W/ MNG NUT COMPONENTS .750' .091" RrY£1£D 70 AnrxE ofroc , $ -1 L sEE m OEUIK 1 J.63T'I--t f0 M/N/ WALL 1 75"x0 632" ANGLE WITH STUD '- 112- 1 13 KEY HOLE WASHER J105 -H,54 Alum. ACLOY .750" 114'1 -T0 5 S SIWI Rh£/ED TO AAGE£ LEG L E LoaTlav m SEE OEIA.G f H N N -_--- -_-_5000•-I 11 2 "x5'(MAX. )x 1 /8" ANGLE WITH STUD -1 3/6' = i .225" .27 _ 304 SERIES S. STUD RNETED TO PLA7E Hl 12"O.C. 2.tII///...ii01Wk 6053-T6 � 1 3 SGLE. 3/6• No. 44167 ' S�ONAI.�a�111', FLORIDA BUILDING CODE (Non High Velocity Hurricane /-<9) cont. CONCRETE ANCHORS 250 CONCRETE ANCHORS POURED CONCRETE COM. Max. CONCRETE BLOCK WALLLL CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) REQUIRED (OPEN POSIBON +) (SEE SCHEDULE) 1.00Dj I .500" o ,� .500' 1.211 -CONCRETE ANCHORS iI Max (SEE SCHEDULE FOR SPACING) POURED ED. i POURED_ ED. POURED ED. CONCRETE CONCRETE j REQUIRED I i REQUIRED REQUIRED 2 i i 1 GOnt. 1 I 1 f0. I I I I I I I t7 ! 1 1 H I' M 1" Min. SEPARATION in. SEPARATION t W --� TO GLASS ra cuss I , 1 � , I I I I I 1 I I I I I = I I I W I I I I I 1 I I W I I 1 I yj I I I VI I w I' Min. SEPARATION W W TO GLASS 1 i ti OPTION it I F I" Min. SEPARATION W is -S. W CONCRETE ANCHORS SECTION 3A TO GLASS I 1/4" /-20 3/4" (SEE SCHEDULE) cuvr. j 'I BOLTS W/ 7/8" I i-3/32" WING NUT O! I Z ont. 1 1 J 12" 0. C. I d .500" W k 1 ---- % I POURED-/ ED 2 T W CONCRETE I d I E.D. I OR CONCRETE I I POURED W BLOCK WALL I I " CONCRETE I = REOU/RED- 1 REQUIREDPO I POURE 1 In CONCRETE 1 CONCRETEOR ! ! An j j W CONCRETE ANCHORS/ I '" OR CONCRETE y i BLOCKNWAL� j BLOCK WALL ED. (SEE SCHEDULE) REQUIRED I I REQUIRED 1 E�- r--- f - D. 1 "Min. SEPARATION 1 W CONT. '� (OPEN POSITION +) I I 1 I TO GLASS I I I 5625" SECTION ® ANCHOR /I 1.125" i CONCRETE ANCHORS ) I CONCRETE ANCHORS) 250" (SEE SCHEDULE) Max. (SEE SCHEDULE) 6 Cont. OPTION f2 9 cont. SECTION 3A , I I WALL MOUNTING INSTALLATION SECTION ® ANCHOR SCALE : 1/2" = 1" 1/4" 0-20 x 3/4" SECTION 2 S.S. BOLTS W/ 718x ! 3/32" WING NUT O ! I 7/8" x 3/32" POURS 12_ O. C. I I i j W/NG NUT CONCRETE I O EA. STUD 1 1 OR CONCRETE BLOCK WALL POURED CONCRETE OR I REQUIRED E.O. CONCRETE BLOCK WALL REQUIRED i I PO DR J .566` I I CONCRETE 7/8" x 3/32" I" E D. = EDGE DISTANCE ! E.O. OR CONCRETE I 1,14ING NUT O W (SEE SCHEDULE ON7 5 Cont. BLOCK WAU RED j EVERY SND R = SHEETS 9 & 10 & 11) CONCRETE ANCHORS I (OPEN PoSIRON +) 1 1 ®12" o. c. v (SEE SCHEDULE) SECTION ® STUD TYP. TOP/BOTTOM KW7 .12x' WALL MOUNTING INSTALLATION o I BUILD .. f-WSfT ILLATION + NOTE, SNAP C41 1 T c 9 NOTE FOR COMB/NATION OF SECTIONS : 1��$i4A A �//� ' 7 HURRICAI. CONDITION, REMAIN CLOSED AT S. SECTION ION 1� SECTION ® STUD WALL MOUNTING SECTIONS CAN BE \\1``_• • �,�� -"c r�: ' WALL MOUNT/NG /NSTALLAT/ON COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. \\ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) \ 1 67 y 02017 770ECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL c c. SECTION I SCALE : 1/2 = ; * .F 7� (2.00" DEEP) DRAWN BY NOTE :DETAIL OF SECTION O STUD VALID ALSO FOR rvT �.' N1.1 WALL MOUNTING INSTALLATION - SECBON 2 (TOP) - E` ZL-IL E G O �wc. EASTERN METAL SUPPLY, INC t� 4168 WEST ROADS ORNE �_� �l.. .••' ••��� �� TIWT TESTING 3 ENGINEERING COMPANY W£ST PALM BFACH, FL. 33407 A`�. t 6155 rv.w. 36u. 5�, st.. m. NRfMIM crnDEN6. D. 11166 PHONE. (561)209-8263, FAX: (561)841-1716 •, Plwm : (165)8)1-1510 . Fax : (=A71-1511 EB-0006719WALTER A TILLIT Jr., P.E. da a-a4s /1FLORIDA Lit. 44167SH CONCRETE ANCHORS OPTION if (SEE SCHEDULE) SECTION 5A -- .-R cont. OPTION #2 SECTION 5 Min. SEPARATION TO GLASS 7/8' x 3/32' SOLID SET OR ELCO mo/e PANELM47E OR S.G. TAPCONS WING NUT O EVERY STUD E, p, O © OR ® W/1/4 /-20 SIDEWALK BOLT OR O O 12" 0. C. CONCRETE ANCHORS AT PANELMATES CONCRETE ANCHORS E p, (SEE SCHEDULE) E. D ®OR ®W/ 13 W/1/4 %-20 TRUSSHEAD BOLT + + OR S.G. TAPCONS ` (SEE SCHEDULE) (SEE SCHEDULE FOR SPACING)� POURED CONCRETE POURED CONCRETE REOU/RED 1"+'I I • 1 • _ _ _ = REQUIRED EQ-L.L E0. I -- POURED Ir r CONCRETE o 1 OR CONCRETE W ALTERNATE A7 I BLOCK WALL 1 n LEG EGLOLOCABON REQUIRED I I I ry� I I i I I I I I I I I I I I A Com. " 11'///OM444L"nS /S-tl 8-U-SO8SC"122TE.0 IL 3/37WW.BO IAcN7ORx3oC/ALnoI TtT3n`S.I2OtU1A 72 t mole S��IIIIiIII II G. TAP�C rL_ III:I iII I i111III II II I1 1Ii1II III II iII 1II 1 A TO GLASS TO GLASS 1" Mi T/ON W TO GLASS 4 7/8° x 3/32 ///7// 7/Z WING NUT O � Z CONCRETE OR CONCRETE BLOCK WALL W RPoEQRUIREDEVERY STUD 3 O 12' 0. C /7W nt/NW12. O 1. 125" 'Lill, 1" POURED CONCRETE POURED CONCRETE REQUIRED REQUIRED CONCRETE ANCHORS CONCRETE ANCHORUSETOR -Co/PANEL-- OR OONS E(SEE SCHEDULE) (SEEHDULE) O © OR ®W1120 SIDEWALK B�UW2UWW2�k', ' ® OR ®W/ 13 W/1/4%-20 TRUSSHEAD BOLT + + CEILING &FLOOR MOUNTING (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D. M —� INSTALLATION - SECTION 6 INSTALLATION -SECTION 7 - SECTION 8 SCALE : 1/2" = 1' WING NUT O SCALE : 1/2" = 1" SCALE 1/2° = 1" EVERY STUD O 12' O. C. I 1 o x I I h 1 j 1.125" I �'Lt/"✓ POURED CONCRETE 1 • REQUIRED E D. = EDGE DISTANCE ty41 O ��� i ••. 9 CONCRETE ANCHORS E. D. (SEE SCHEDULE ON SHEETS 9 & 10 & 11) ��� Qom•: BENS' __ (SEE SCHEDULE) v i 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS No. * ll 02017 ncTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) Lc. BUILD -OUT & FLOOR MOUNTING WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. y �', xQ•• wF IL E C O EASTERN42METAL INC DRAWN BY., 07/26/17 DATE. INSTALLATION - SECTION 5 •��F.i11P; ...... ��4'� INc. �SUPPLY, U i - �+nci/V • 711117 TESTING & ENGINEERING COMPANY SSSS rv.w. Jsu. st. st.. ws, Ha[arvM outoFHs. n. 3�t s6 WEST PALM BEACH, FL 33407 PHONE.' (561)209-8263, FAX.. (561)841-1716 17-097 SCALE 1/2" = 1" '- I Pnone : (30.5)871B-00 . Ta(305)e7t-1511 EB-0006719 DRAWING Na WALTER A TILUT Jr., P.E. FLORIDA Lic. 44167 7/24/1 SNEET 1 OF 17 Cont. WALL MOUNTING INSTALLATION SECTION 9 SCALE : 1/2" = 1" No. 44167 FLORIDA BUILDING CODE (Non Hiqh Velocity Hurricane CONCRETE ANCHORS D. SOLID SET OR ELCO mole PANELMATE OR S.G. TAPCONS (SEE SCHEDULE)E. ® 12 OR 11 W/1/40-20 SIDEWALK BOLT OR ® POURED 7 © OR (91#1(3 13 W/1/4 0-20 TRUSSHEAD BOLT + + 7/8'0 x 3/32" WING NUTS ® 12" O.C. CONCRETE REQUIRED I I EQ. E0. AT PANELMATES OR (SEE SCHEDULE FOR SPACING) S. G. TAPCONS i I I I I I I I I I i � I i i 4 Cont. Ci POURED ' CONCRETE REQUIRED i I I j I j E. D. = EDGE DISTANCE _ (SEE SCHEDULE ON I I SHEETS 9& 10 & 1 1) I f W I f W I I I I h lI i J I I W LLi I 1 " Min. SEPARATION , 2 NOTE FOR COMBINATION OF SECTIONS j TO GLASS , j I I i � ow I I I I w WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE I" Min. SEPARATION TO GLASS i U ! COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i I I I W I I I I =+ I I + SIDE WALK BOLTS ARE 3/40x3/32'TH/CK (n Z t W HEAD MACHINE SCREW W/LENGTH j 7/8" 0 x 3/32" j j AS PER NOTES A.2 & B.2 (SHEET 1) j I j W 2 WING NUT ® i EVERY STUD I I o + + TRUSS HEAD BOLTS ARE 1/2'0x1/87HlCK a 0 12" O C I HEAD MACH/NE SCREW W/LENGTH I 7/8" 0 x 3/32" I AS PER NOTES A.2 & B.2 (SHEET 1) WING NUT ® I >< EVERY STUD i. ® 12" 0. C. I 1 11 I Cont. ALTERNATE LEG h o POURED p I j LOCATION CONCRETE I I _ — OR CONCRETE W I BLOCK WALL REQUIRED — — o o POURED 1" N CONCRET£ j REQUIRED DCBE OF IF CONCRETE ANCHORS CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) (SEE SCHEDULE) ED Cont. WALL MOUNTING INSTALLATION SECTION 9 SCALE : 1/2" = 1" No. 44167 FLORIDA BUILDING CODE (Non Hiqh Velocity Hurricane d---------------------------- EXISTING a2E 2 3 1/2' BRICK VEENER EXISTING MAX Al4X 1 1/4" MlN 2" 3 1/2' BRICK VEENER PENETRATION TO _ MAX TE - CONCRETE BLOCK & 2" TO CONCRETE ° �- --- - I I I I I I I W I H I I I I ti I I I I 1 i I I C5 W I I 1 I I WH In 1/40x8' ELC0 male EX/STING W POURED CONCRETEng PANELMAT£ NAS ANCHORS OR 1/4' 0 STEEL ANGLE LINTEL 1/40x8' ELCO mo/e �EXIST/NG =o OR CONCRETE BLOCK TAPCONS OR 1/4" 0 ELCO MALE AS APPLICABLE POURED CONCRETE PANELMATE TAS ANCHORS OR 1/4' 0 STEEL ANGLE LINTEL WALL REQU/REDI OR CONCRETE BLOCK I ng z PANELMATES (SEE SCHEDULE FOR SPACING). WALL REQUIRED TAPCONS OR 1/4' 0 ELCO MALE AS APPLICABLE } I I PANELM47ES (SEE SCHEDULE FOR SPACING). j Ii 1 �h II I I I OPTION if 1 SECTION 11A W OPrION r2 W SECTION 11A 1' Min. SEPARATION o T' TO GLASS W I I U I I 1 h I I I I I I I I Z I I EXIST/NG j W BRICK SILL 0-20 X 3/4' W SS BOLTS W/ 7/810x 1 z . 3/32' WIND NUT O 1 12' O. C. EDGE DISTANCE i (SEE SCHEDULE ON 7 114 MIN I SHEETS 9& 10 & 17) PENETRATION TO / EXISTING CONCRETE BLOCK 1 W HING AS I SIDE WALK BOLTS ARE 3/4 0x3/327HICK & 2" TO CONCRETE APPLICABLE 11 ENGTH MACHINE NOTES SC & 8.REW 2L(SHEE( 7) I I I I NOTE FOR COMB/NATION OF SECTIONS + + WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HEAD BOLTS ARE 1/2 0x1/B7HlCK I N COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. HEAD MACH/Nf SCREW WILENGTH �_______L____ __ \ AS PER NOTES A-2 & B.2 (SHEET 1) L 1 --___ __ _ — _ _ 1 1 I I I I I I I I I I I I i I I 1 I I 5 I I Cont /1�/7nn EXISTING 'albIt BEENER ,. LENS • r�� '- POURED CONCRETE 1/40x8' ELCO 7ak FLORIDA BUILDING CODE Non High Velocity Hurricane Zone OR CONCRETE BLOCK AWELMATE TAS ANCHORS OR 1/4' 0 \� • ••� �••••• ` 9 y ) WALL REQUIRED '• No. 44167 ? rAPCDNs OR 1/4' 0 Ecco MALE � ; ®z°n TaTEcO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. PANELMATES (SEE SCHEDULE FOR SPACING). ; 1 7 y ; (Z.00" DEEP) DRAWN BY: BUILD OUT INSTALLATION FT L E CO.,.. EASTERN METAL SUPPLY, INC °'a26T�1' tt4268 WEST ROADS F 334 •'�\'� 0,4 TICCIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 3340] SECT/ON 11 - • •' uu5 N.W. ism. St sxe. w5, NRdxN c1.�Ns, 33166 PHONE. (561)209-8263, FAX (561)841-1176 17-097 Penne : (30.5)871-1530. Fm : (x1501-1531 DRAWING Na SCALE : 3/8" = 1" /ONAL F� ' EB -0006719n. WALTER A. FLORIDA TICCIT Jr., P.E. �A1 SHEET 6A OF 17 Lic. 44767 Ft. ADJACENT INTERIORLY ADJACENT PANEL [REMOVABLE PANEL STORM PANEL 1/4` Max. GAP 1/4' Mol. GAP �I SECTION B -B SCALE : 1 1/2" = 1" 8 (BOTT) 1 ADJACENT PANEL o �oui 11 1/4'-20x1' S.S. SIDEWALK BOLTS. W/ 7/8" X 3/32" WING NUTS AT OVERLAP INTERIORLY REMOVABLE STORM PANEL -pp—,". i 0 j} c /onrr\ 1�n 1�0 INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION SCALE 1 1/2" = I' 8 (BOTT) ADJACENT PANEL 1/4' 0 TAPCONS CONCRETE ANCHORS / 0 6' 0. C. W/ 1 1/2' Min. THREADED AT 6" O.C. _ PENETRATION TO EXISTING WOOD HEADER. O N POURED CONCRETE W OR ANY OTHER X\l' oREQUIRED -2 TOP TRACK N - Cont. 2 OR ANY OTHER TOP TRACK 1/4'-20x1' S.S. COnf. SIDEWALK BOLTS WOOD HEADER W/ 7/8" X 3/32" j REQUIRED i WING NUTS AT OVERLAP 0 2 1/4" 20x1S.S. Q j W SIDEWALK BOLTS. a Q W/ 7/8' X 3132" _ 718 x 3/ 32' -� 1 " Min. SEPARATION a WING NUTS AT 'j 1 Min. SEPARATaN WING NUT ® x TO GLASS I x OVERLAP TO GLASS EVERY STUD B 12' O. C- 7 O POURED o CONCRETE /l o OR CONCRETE J BLOCK WALL Q '6 'j 7/8" x 3132" W / REWIRED W WING NUT ® W EVERY STUD j l C. 0 12' OC1 j / \ 25x4' WOD2D I PLATE REO D. 7T i 1/4" 0 ELCO PANELMATES SOLID SET OR S.G TAPCONS� j W O STUD OR S.G. TAPCONS W/ 2' MIN. OR PANELMATES ANCHORS ® 6" O.C. AT ADJACENT A 2 ' 0. C. PENETRATION AT MIDW/DTH PANELS i R U ED OF PLATE 0 6' O.C. 0 ADJACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE : 112" = I" SECTION 12B SCALE : 112" = 1" INTERIORLY REMOVABLE STORM PANEL SECTIONS MAX. A. S. D DESIGN PRESSURE RATING = +50.0, —50.0 p. s. f. �,1 •�`V ES�s i/ �� (+"•. � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NO. 44167 02017 7ILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) DRAWN Br. IL EC O lN�. EASTERN METAL SUPPLY, INC °'CATER.." Q 4 4268 WEST ROADS ORNf •.•L. A� TILLIT TESTING h ENGINEERING COMPANY WEST PALM BEACH, FL 33407 V s� s3ss x.w. 36N. St., Ste. 305. MRcwv. cumEHs, Fl. l]ias PHONE. (561)209-8263, FAX: (561)841-1716 17-097 /O'•AL•���� ''(B` Pnone (305�T1-150 0 71DRAWING No EB -0006719 WALTER A. TILLIT Jr., P.E. a° r5 -a5 /r FLORIDA Uc. 441fi7 SHEET 7 OF 17 114-0 20 S S MACHINE BOLT W/ NUT & WASHER ® 12' 0. C. CONCRETE ANCHORS7/8' x 3/32' (SEE SCHEDULE) �0 1- WING NUT --- 16 Cont. EVERY STUD ® 12" O. C. 1 -- - CUT PANEL POURED E D. L]9 CONCRETE Cont. REQUIRED 1 N 2'x 4"x.125 W 3105-H14 OR 6063-T6 ALLOY = Cont. Al.— ANGLE I 1 � 1�1' Min. SEPARATION W TO GLASS a CASE A (Plan) RNSCALE. 1/4" = 1" RN 2 2 7/8' x 3/32" WING NUT 12" O. C. 1 11.000' 1 1 POURED CONCT&0 ETE Cont. OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETES REQUIRED CONCRETE ANCHORS L1 (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 13 SCALE : 1/2" = 1' E. D. _ EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9, 10 & 11) NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUN77NG S£CDONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 1.000' HALF PANEL 1/4" GAP7.000" POURED CONCRETE \ VARIES 3' OR CONCRETE BLOCK Max. WALL REQUIRED y x 90• < L F 135' � x o W � i TRACKS (TYP) ' N CASE D (Plan) SCALE: 7/4" = 1" 7/4" / BOLT 4' x 4" x .0 POURED CONCRETE ® 24" O. C. 3705-H1 6 4 OR 6063-T6 ALLOY OR CONCRETE BLOCK W/JACKNUT Cont. Afum. WALL REQUIRED CASE B (P/an) t-2.500' Min. CASE E (Plan) CONCRETE ANCHORS I 2.500" t' POURED CONCRETE OR CONCRETE BLOCK O 12' O. G Min. WALL REQUIRED L ��� �\� /�`Sj� '•, � � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ` o. 44167 02017 DLTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL CONCRETE ANCHORS 1.000' / � O C. (}� •t 9O•'�1"� L E C 0 INC. EASTERN EASTERN METAL SUPPLY INC >I __� 2' x 2" x .055" TO ALTERNATE LEG LOCADON 4266 WEST REDS. 334 WEST PALM BEACH, FL. 361)8 PHONE.' 17_097 2" x 5" x .055' Cont. x155 N.W. 36u. si. Ste. J05. NRCINW chows, R. 33166 PM : (303)871-1530. FOR : (3D5)a71-t531 EB_ 0006719 (561)209-6263, FAX: (567)841-17i6 °IX1�110N °�1E DRIWING No Al—. ANGLE OR WAITER A PLLn Jr., P.E. FLORIDA Lic. 44167 u-ws %761 SHEET 8 OF 17 .OBO' 3105-HI54 SHEET a h METAL Alum. BENT PLATE CASE C 6E/an) SCALE- 1/4' = 1' 2' x 3" x .093" 3105 H-14 OR 6063-76 ALLOY Cont. Alum. ANGLE J WITH ANCHORS ® 12" C. 1.000' HALF PANEL 1/4" GAP7.000" POURED CONCRETE \ VARIES 3' OR CONCRETE BLOCK Max. WALL REQUIRED y x 90• < L F 135' � x o W � i TRACKS (TYP) ' N CASE D (Plan) SCALE: 7/4" = 1" 7/4" / BOLT 4' x 4" x .0 ® 24" O. C. 3705-H1 6 4 OR 6063-T6 ALLOY W/JACKNUT Cont. Afum. ANGLE CASE B (P/an) CASE E (Plan) END CLOSURES DETAILS SCALE: 1/4" = 1" t' L ��� �\� /�`Sj� '•, � � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ` o. 44167 02017 DLTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. * (2.00" DEEP) DR4WN BY.: (}� •t 9O•'�1"� L E C 0 INC. EASTERN EASTERN METAL SUPPLY INC >I 07126117 CA TE. �1 ''•��•''•�OR .•�� aF' TI IT TESTING h ENGINEERING COMPANY 4266 WEST REDS. 334 WEST PALM BEACH, FL. 361)8 PHONE.' 17_097 F.� 74 L� V �1 v nIONAL EN x155 N.W. 36u. si. Ste. J05. NRCINW chows, R. 33166 PM : (303)871-1530. FOR : (3D5)a71-t531 EB_ 0006719 (561)209-6263, FAX: (567)841-17i6 °IX1�110N °�1E DRIWING No WAITER A PLLn Jr., P.E. FLORIDA Lic. 44167 u-ws %761 SHEET 8 OF 17 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f ) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES M4YIMUM A5.0. CESY.V PRESS'fAC (P'''I') YIXINMI MC'IKK15 SPACA'.G FpP E D. - 3 I/T'*x AppIGB(E i0 YCTUNS / G M4Y.'1NM PNC[ LfNG1H 2' (k.) RECW.IR TAPGP4S SOLID SE/ SC.TAPC(M' PAfCLW1E5 PNCLINIE RMS TO GW R Tf TO KISLWRY TO —TE TO—Y TO CYNCWEIE M MtSpVPI' TO CLYK'REIE TO 4ASgNY TO CQ`K'RE/E 10 M4SGWHY OT 12" N/A 12' N/A 12" N/A 12' N/A 12- N/A 1 (IOP) 12' 11" 12' 12" 12' 12' 12" 12' 12' 12" 1 (BOTTOM) 12' N/A 12' N/A 12' N/A 12' N/A 12" N/A 2 (TOP) 9" 9" 9" 9" 9' 9' 9" 9' 9" 9" 2 (BOTTOM) 9' N/A 9' N/A 9' N/A 9' N/A 9' N/A 34 (TOP) 9' 9" 9- 9" 9' 9" 9' 9' 9' 9" 3 (BOTTOM) 12" 11" 12" 12' 12" 12" 12" 12" 12' 12" 4 (TOP) 12' 11' 12' 12" 12' 12' 12' 12' 12' 12" 4 (BOTTOM) 9' N/A 9' N/A 9" N/A 9" N/A 9' N/A 5A (TOP) 12" N/A 12" N/A 12' N/A 12" N/A N/A N/A 5 (BOTTOM) 12" N/A 12" N/A 12" N/A 12 N/A N/A N/A 6 (TOP) +40.0, -40.0 12' N/A 12" N/A 12' N/A 12 N/A N/A N/A 6 (BOTTOM) 8'-0" OR OR LE5S 12' N/A 12" N/A 12' N/A 12' N/A N/A N/A 7 (TOP) LESS 12" N/A 12' N/A 12' N/A 12 N/A N/A N/A 7 (BOTTOM) N/A N/A 12' 12" 12" 12' 12" 12' 12' 12' 8 (TOP) N/A N/A 12' 12" 12' 12" 12' 12" 12" 12' 8 (BOTTOM) N/A N/A 12' 12' 12' 12" i2" 12' 12' 12' 9 (TOP) 12' 11' 12' 12' 12' 12" 12' 12" 12' 12' 9 (BOTTOM) 12" N/A 12" N/A 12' N/A 12" N/A N/A N/A 10 (TOP) 6' N/A 6' N/A 6" N/A 6' N/A N/A N/A 10 (BOTTOM) 9" N/A 9' N/A 9" N/A 9" N/A 9" N/A IIA (TOP) 9' 9" 9" 9' 9" 9' 9" 9' 9" 9 11 (BOTTOM) 6" N/A 6" N/A 6" N/A 6" N/A 6' N/A 13 (TOP) 6' N/A 6" N/A 6' N/A 6" N/A N/A N/A 13 (BOTTOM) -MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2", REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE..- Min. E. D. FOR SOUDSET ANCHORS IS 37 FOR THIS OPERA77ON TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SH4LL NOT BE LESS DAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON (REGULAR) S.G. TAPCON PANELMAT£ OR PANELM4TE NAS SOLID SET J. - .66 .75 2 1/2' - .71 .50 2' - .50 - 1 1/2" JN A5.0. /O:GN - M4YIMUM .1ACH01t5 SPAOMG FM E O. " J 1/2"s i APP[/CABLE Tp MIYIMUM PAND. 1EM 2" (6J SEL']1(AYS / C RFCLgNt iAPCON6 60110 SFf SC. iAPGpV PANL7MITES PANB1NTf RAS 10 iF TO MISLWQY TO CONaiElE TO Atll59l.R1' TO OWKWETE TO At1501AP1' TO COACREIE TO MlSCWRV To - O CQ Mt]£ t0 ,INSVAI% SOF 7>CL 12' 12' N/A 12' N/A 12' N/A 12 N/A 12' N/A I (TOP) 12' 7" 12' 12' 12" 12" 12" 12' 12' 12' 1 (BOTTOM) 12' N/A 12' N/A 12" N/A 12" N/A 12' N/A 2 (TOP) 9" 9' 9' 9" 9" 9' 9" 9" 9" 9" 2 (BOTTOM) 9" N/A 9" N/A 9" N/A 9" N/A 9' N/A 34 (TOP) 9" 9" 9' 9' 9' 9" 9' 9" 9' 9" 3 (BOTTOM) 11" 7' 12' 12" 12" 12" 12' 12" 12" 12' 4 (TOP) 12' 7" 12" 12' 12" 12' 12' 12" 12' 12' 4 (BOTTOM) 9' N/A 9" N/A 9" N/A 9' N/A 9" N/A 51 (TOP) 9' N/A 11" N/A 12' N/A 12" N/A N/A N/A 5 (BOTTOM) 9" N/A 11 1/2' N/A 12" N/A 12' N/A N/A N/A 6 (TOP) +40.0, -40.0 OR 9' N/A 11" N/A 12" N/A 12' N/A N/A N/A 6 (BOTTOM) > 8'-0' LESS 9' N/A /1" N/A /2' N/A 12" N/A N/A N/A 7 (TOP) UP TO f3' -O'* 9" N/A I1" N/A 12' N/A 12' N/A N/A N/A 7 (BOTTOM) N/A N/A 12"* 12'* 12"* 12'* 12"* 12'* 1 121 12"* 8 (TOP)* N/A N/A 12'* 12"* 12"* 12"* 12"* 12'* 12'* 12'* 8 (BOTTOM)* N/A N/A 12"* 12'* 12'* 12"* 12'* 12"* 12"* 12'* 9 (TOP). 12" 7' 12' 12' 12" 12" 12' 12' 12" 12' 9 (BOTTOM) 9" N/A 11 1/2' N/A 12" N/A 12" N/A N/A N/A 10 (TOP) 6' N/A 6" N/A 6' N/A 6" N/A N/A" N/A 10 (BOTrom) 9" N/A 9' N/A 9' N/A 9 N/A 9" N/A IIA (TOP) 9' 9" 9" 9' 9" 9' 9' 9" 9" 9" Ii (BOT/OM) 6' N/A 6" N/A 6' N/A 6" N/A 6" N/A 13 (TOP) 6' N/A 1 6" N/A 6- N/A 6" N/A 6" N/A 13 (BOTTOM) * USE 6' OC FOR PANEL LENGTHS LARGER THAN 10' - 0' AND USE 12" OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOU4L OR SHORTER THAN 10' - 0 ANCHORS LEGEND Min. ANCHOR TYPE ANCHOR SPACING TAPCON (REGULAR OR S.G.) PANELMATE OR PAN£LMATE NAS J SOLID SET J" No. 44167 yt S.P�G\�� NAL E� E. D. = EDGE DISTANCE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone AS.O. OFSCN PRESSURE IFSG (P -)m —M F E 0. = 3 112'. —AI,` 10 NAXMUN P EZ LEMSTH CGtW TAPCTAYS SgJO SET SGiAPCON PANBANIES PM'ELLNTE NAS CTFNIS I1 COAYFETE m II SQVPI to LLYI(REIE ro M45pVRf To COACRElE ro 1tt5VMFY It, GOACFETE TO elAN1.1F1' ro COAC.Pt'!E ro ILl51MW✓ LOIH4NtiGW OF 111£EI Aw CONBNHTF.W m GaxAx7r ro NImNFr ro OOVCFETE m M savxr m mNCREtE ro NAttwF� ro ccwr;RrtE m M samr m cwicFEtE m Nasauw cr HIEN 12" N/A 12" N/A 12' N/A 12' 1 N/A N/A N/A I (TOP) 1 (Top) 07/26/17 DATE. 12" 7" 12' 12" 12' 12• 12" 12" 12" 12" 1 (BOTTOM) 1 (BOTTOM) iii111••_��- EN� --0 AL 12' N/A 12" N/A 12• N/A 12' N/A 12' N/A 2 (TOP`) 2 (TOP) 9' 7• 9" 9" 9' 9" 9' 9" 9" 9" 2 (BOTTOM) 2 (BOTTOM) 9" N/A 9" N/A 9' N/A 9" N/A 9' N/A 34 (TOP) 3A (TOP) 9' 7' 9" 9" 9" 9" 9' 9" 9" 9" 3 (BOTTOM) J (BOTTOM) 12' 7• 12" 12" 12" 12' 12" 12" 12" 1 12" 4 n0P) 4 (TOP) 12" 7' 12' 12" 12' 12' 11" 12" 12' 12" 4 (BOTTOM) 4 (BOTTOM) 9" N/A 9' N/A 9" N/A 9' N/A 9" N/A 5A (TOP) SA (Top) 10' N/A 12" N/A 12' N/A 12" N/A N/A N/A 5 (BOTTOM) 5 (BOTTOM) 10" N/A 12' N/A 12" N/A 12' N/A N/A N/A 6 (top) 6 nOP) 40.0, -40.0 UP TO 10" N/A 12" N/A 12' N/A 12• N/A N/A N/A 6 (BOTTOM) 8'-0' 60.0, -60.0 f0' N/A 12" N/A 12" N/A 12" N/A N/A N/A 7 (TOP) OR LESS OR LESS 10" N/A 12 N/A 11" N/A 12" N/A N/A N/A 7 (BOTTOM) 7 (BOTTOM) N/A N/A 12" 12" 12' 12" 12' 12' 12" 12' 8 (TOP) 8 (Top) N/A N/A 12" 12" 12• 12' 12' 12" 12" 12' 8 (BOTTOM) 8 (BOTTOM) N/A N/A 12' i2" 12' 12" 12' 12' 12' 12' 9 (top) 9 (TOP) 12' 7' 12' 12' 12' 12" 12' 12' 12• 12" 9 (BOTTOM) 9 (BOTTOM) 10' N/A 12' N/A 12" N/A 12' N/A N/A N/A 10 (TOP) 10 (Top) 6' N/A 6" N/A 6' N/A 6" N/A N/A N/A 10 (BOTTOM) 10 (BOTTOM) 9" 7• N/A N/A N/A N/A 9' 7" g" 7• 1 I (TOP) 1 I (TOP) 9' 7' N/A N/A N/A N/A 9" 7" 9" 7' 11 (BOTTOM) it (BOTTOM) 6' N/A6" N/A N/A 6" N/A 6' N/A N/A N/A I3 (TOP)6' f3 (TOP) N/A 6' N/A 6• N/A 6' N/A N/A N/A 13 (BOTTOM) 13 (BOTTOM) ..M IMUM ANCHOR SPACINGS ARE VAUD FOR 3 1/2" EDGE DISTANCE. FOR ED. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY MULNPLYMG SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE Min. E.D. FOR SOLIDSET ANCHORS IS 37 FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON (REGULAR) SG. TAPCON, PANELAATE OR PANELMA7E NAS SOLID SET .86 .75 2 1/2" - .71 .50 .50 - 1 .35 - - I :I _ INA7YtTM AN.YINIIN AACHORS ASO PRESSURE RITMG (P:E) MSXXILIN AACriUFS SPALMC FOR E. 0. 3 t/2'a Min, ANCHOR T1 E ANCHOR Any.MwelE m INA'NF/N P LENcm 1'(rc.) RECUUF TMGgVS SOLA SE/ SG.T,WGYAV PAM]M1)ES PAAII.WTE NAS SEOTXM'S i Q Aw CONBNHTF.W m GaxAx7r ro NImNFr ro OOVCFETE m M savxr m mNCREtE ro NAttwF� ro ccwr;RrtE m M samr m cwicFEtE m Nasauw cr HIEN SOLID SET 11' N/A )f" N/A fl' N/A 11• N/A i)' N/A 1 (Top) 07/26/17 DATE. ' •• Q 11' 4' if" if' 11' 11" It' 7' 11• 7" 1 (BOTTOM) iii111••_��- EN� --0 AL E6-0006719 WALTER A. TILLIT Jr., P.E. It, N/A 11" N/A 11" N/A I1• N/A 11' N/A 2 (TOP) 8" 4' 9" 9" 9" 9• 9" 7' 9' 7" 2 (BOTTOM) 9' N/A 9" N/A 9' N/A 9' N/A 9' N/A 3A (TOP) 8' 4' 9' 9' 9' 9' 9" 7' 9" 7' J (BOTTOM) I1' 4• i1' Ii' 11" 11" It" 7" 11- 7" 4 (TOP) 11' 4' 11 11" 11" 11" i1" 7" 11" 7" 4 (BOTTOM) 9' N/A 9" N/A 9" N/A 9" N/A 9' N/A SA (Top) 5" e' 7' N/A 9• N/A 8" N/A N/A N/A 5 (BOTTOM) 9" N/A 10" N/A 12" N/A it, N/A N/A N/A 6 nOP) +60.0, -60.0 UP TO 8" N/A 7' N/A 9' N/A 8" N/A N/A N/A 6 (BOTTOM) 9'-O' +80.0, -90.0 5' N/A 7" N/A 9" N/A e" N/A N/A N/A 7 (TOP) OR LESS 5' N/A 7' N/A 9" N/A B" N/A N/A N/A 7 (BOTTOM) N/A N/A 12• 12' 12" 12" 12' 6" 12' 6" 8 (Top) N/A N/A 12' 12' 12' 12' 12' 6• 12" 6" 8 (BOTTOM) N/A N/A 12" 12" 12' 12' 12" 6" 12" 6' 9 (TOP) 11" 4" it" 11" if' t1" 1t' 7• 1t" 7' 9 (BOTTOM) 9" N/A 10' N/A 12' N/A 1t' N/A N/A N/A 10 (Top) 6' N/A 6' N/A 6" N/A 6" N/A N/A N/A 10 (BOTTOM) 8' 4' N/A N/A N/A N/A 9' 7" 9' 7' 1 I (TOP) B" 4' N/A N/A N/A N/A 9" 7' 9• 7' it (BOTTOM) 6' N/A 6" N/A 6• N/A 6' N/A N/A N/A f3 (TOP) 6" N/A 12•" N/A 6' N/A 6" N/A N/A N/A 13 (BOTTOM) ANCHORS LEGEND Min, ANCHOR T1 E ANCHOR SPACING TAPCON (REGULAR OR SG) PMELM47E OR PANELMATE TYAS I 3" SOLID SET 3• \CENg FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No 02017 TLTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. .44167 (2.00" DEEP) DRAWN er. IL C O.N. EASTERN METAL SUPPLY, INC 07/26/17 DATE. ' •• Q 4268 WEST ROADS DRIVE • ' - �••; '• TILLIT TESTING 6: ENGINEERING COMPANY sz55 WEST PALM BEACH, FL 33407 PHONE (561)209-8263, FAX. (561)841-1716 17-097 •Q �.(E'�`v,� �V !1! \ f1 s( p.w. asu, s 5 '.. 305, NacwN chows, Fl. zli ss twew :(W5 Fax : (305)071-15311 DRAWING No iii111••_��- EN� --0 AL E6-0006719 WALTER A. TILLIT Jr., P.E. tt0 13-045 jr ff] FLORIDA Lia 44167 SHEET 10 OF 17 MA;UMUM A.S.D. DESIGN PRESSURE RATING (D.S.f ) AND CORRESPONDING MA22JULM ANC ffo SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES MAYILWM ASD. DESIGN PRESSURE R.ITIVG (P.a.r.) MAYN/UM ANCHORS SPAGN.0 1DR E 0. J 1/2"i i APPIMIB[£ TO I11.T1NUAl P.WEL R£GUUR TlftibMS SOLID SET S.G.TAFCON PAM1Yl,WIES PANfi1pIE N �C1NM6 / d! m CLNCREIE Ito MASONRY To CONCREm m'M15 ' TO CONCRETE TO, MLSGARY m CONCREfE To SPNT' m —1 TO 1[lSLWRr 0, THEM REGuuR tAPCONS SIXp SEI SGTAPCLW PNI£LIUILS PANQ.WIE i4M5 m CQMRETE m NASOIM' m [DAY]TETE m M450NRY m CLV.CR£)E m I145Dl.4P/ ro CaKJtElr m ALLSONRY m awcacrc m LLtSGVRY 12" N/A 11' MIA 12" N/A 12' N/A 12' N/A 1 (TOP) N/A i (TOP) 12' 4 1/2" 12" 12" 12' 12' 12" 8 1/2" 12" 8 1/2" 1 (BOTTOM) 7" 1 (BOTTOM) 12' N/A 12' N/A 12" N/A 12' N/A 12" N/A 2 (TOP) N/A 2 (TOP) 9" 4 1/2' 9" 9" 9' 9" 9' 8 1/2' 9" 8 1/2" 2 (BOTTOM) 9" 2 (BOTTOM) 9" N/A 9" N/A 9' N/A 9" N/A 9" N/A 3A (TOP) N/A 34 (TOP) 9' 4 1/2" 9' 9" j 9" 9" 9" 8 1/2' 9" 8 1/2' 3 (BOTTOM) 9" 3 (BOTTOM) 12" 4 1/2' 12' 12' 12' 12" 12' 8 1/2' 12' 8 1/2" 4 (TOP) 7' 4 (TOP) 12' 4 1/2" 12' 12' 12" 12' 12' 8 1/2" 12' 8 1/2" 4 (IUITOM) 7' 4 (BOTTOM) 9' N/A 9" N/A 9" N/A 9" N/A 9' N/A 5A (TOP) N/A 54 (TOP) 6 1/2" N/A 7 1/2' N/A 8' N/A 1 1/2" N/A N/A N/A 5 (BOTTOM) N/A 5 (BOTTOM) 9" N/A 9 1/1" N/A f0' I N/A 9 1/2" N/A N/A N/A 6 (TOP) N/A +40.0, -4D.D 6 1/2" N/A 7 1/2' N/A 8" N/A 7 1/2' N/A N/A N/A 6 (BOTTOM) >8'-0" UP mUP +60.0 -60.0 6" N/A 6 1/2" N/A 7' N/A 6 1/2' N/A N/A N/A 7 (TOP) TO 7 (TOP) 6' N/A 6 1/2" N/A 7' N/A 6 1/2' N/A N/A N/A 7 (BOTTOM) N/A 7 (BOTTOM) N/A N/A 12" • 12' • 12" + 12' • 12" • 6' • 12' + 6' + 8 (TOP) • 6" 6 (TOP) N/A N/A 12' • 12' • 11" • 12" • 12" • 6" • 12' • 6" • e (BOTTOM) 6' B (BOTTOM) N/A N/A 12' • 12" ' 12' + 12' • 12' • 6' • 12' + 6' • 9 (TOP) + 6" 9 (TOP) 12' 4 1/2" 12" 12" 12" 12' 12" 8 1/2' 12' 8 1/2" 9 (BOTTOM) 7' 9 (BOTTOM) 9^ N/A 9 1/2• N/A 10' N/A 9 1/2' N/A N/A N/A 10 (TOP) N/A 10 (TOP) 6" N/A 6 N/A 6" N/A 6' N/A N/A N/A 10 (BOTTOM) N/A 10 (BOTTOM) g' 4 1/2' N/A N/A N/A N/A 9" 4 1/2" g' 4 1/2' 11A (TOP) 7' 11A (TOP) 9' 4 1/2" N/A N/A N/A N/A 9' 4 1/2" 9' 4 1/2" 11 (BOTTOM) 7" 11 (BOTTOM) 6" N/A 6 N/A 6" N/A 6' N/A N/A N/A 13 (TOP) N/A 13 (TOP) 6' N/A 6 N/A 6' N/A 6" N/A N/A N/A 13 (BOTTOM) N/A • USE 6" OC FOR PANEL LENGHTS LARGER THAN 10'-0' AND USE 12' AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0" ..MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR ED. LESS THAN 3 1/2; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE. Min. E.D. FOR SCLIDSET ANCHORS IS J-) FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MLN/MUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. TAPCON (REGULAR) S.G. TAPCON, PANELMATE OR PANELWTE NAS SOLID SET 3' - .86 .75 2 1/2' - .71 .50 2" - .50 - 1 1/2' .35 - - MIXMUM ASO. DESIGN PRfSSNPE RATMC (P.i.r) ANX/MUN -OI-IS 5P 1NG FOR E. D. = J 1/2'x x ApP E TO M4Yk/WA PNlEL fETGRI 2" (k.) REGuuR tAPCONS SIXp SEI SGTAPCLW PNI£LIUILS PANQ.WIE i4M5 m CQMRETE m NASOIM' m [DAY]TETE m M450NRY m CLV.CR£)E m I145Dl.4P/ ro CaKJtElr m ALLSONRY m awcacrc m LLtSGVRY SECIX+NS / h µy CCMBMNDON OF THEY 8 1/2' N/A 9" N/A 9' N/A 9' N/A 9" N/A i (TOP) 9" ]' 9' 9' 9" 9" 9' 7' 9' 7" 1 (BOTTOM) 9" N/A 9' N/A 9' N/A 9" N/A 9" N/A 2 (TOP) 9' 4" 9" 9' 9' 9' 9' 7" 9" 9" 2 (BOTTOM) B. N/A 9" N/A 9" N/A 9" N/A 9^ N/A 34 (TOP) 9" 4' 9' 9" 9' 9" 9" 7' 9" 9" 3 (BOTTOM) 9' 7' 1 9" 9' 9" 9" 9' 7" 9" 7' 4 (TOP) 9" 7' 9" 9' 9" 9' 9' 7' 9' 7' 4 (BOTTOM) g' N/A 9" N/A 9' N/A 9° N/A 9" N/A 54 (TOP) 5' N/A 6• N/A 7' N/A 7" N/A N/A N/A 5 (BOTTOM) 7' N/A B" N/A f0' N/A g" N/A N/A N/A 6 (TOP) 190.0, -90.0 5' N/A 6" N/A 7' N/A 7' N/A N/A N/A 6 (BOTTOM) 7'-0" w to 100.0. -1-0 5" N/A 6' N/A 7" N/A 7' N/A N/A N/A 7 (TOP) OR LESS 5" N/A 6' N/A 7" N/A 7' N/A N/A N/A 7 (BOTTOM) N/A N/A 12" 6' 12" 6' 12' 6' 12" 6" 6 (TOP) N/A N/A 12' 6' 12" 6" 12' 6' 12" 6' B (BOTTOM) N/A N/A 12' 6" 12' 6' 12' 6" 12' 6" 9 (TOP) 9" 7" 9" 9' 9" 9' 9'1 7' 9" 7' 9 (BOTTOM) 7' N/A 8" N/A 10" N/A 8' N/A I N/A N/A 10 (TOP) 5' N/A 6' N/A 6' N/A 6' N/A N/A N/A 10 (BOTTOM) 5' 4" N/A N/A N/A N/A 7' 7" 7' 7' 11A (TOP) 5' 4" N/A N/A N/A N/A 7' 7' 7' 7" 11 (BOTTOM) 6" N/A 6' N/A 6' N/A 6" N/A N/A N/A 13 (TOP) 5 1 N/A 6" N/A 6' N/A 6" N/A N/A N/A 13 (BOTTOM) ANCHORS LEGEND ANCHOR TYPE ANCHOR SPACING TAPCON (REGULAR OR SC.) PANELMATE OR PANELMAT£ NAS 3" SOLID SET 3' sxlk •''� CENSE • v9 i No. 44167 sj0 Act Lp,, E. D. = EDGE DISTANCE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 1/4' 0 TAPCONS W/1 1/2" MIN. 1/4' 0 TAPCONS 1/4' 0 TAPCONS THREADED PENETRA77ON W/1 1/2' MIN. W/] 1/2" MIN. TO EXISTING WOOD THREADED PENE/RATDAL HEADER. (SEE SCHEDULE) TO EX/SUNG W000 THREADED PENE/RA770N HEADER. SEE SCHEDULE \ TO EXISTING WOOD _1250' ( ) HEADER. Wi J- a,, .500" °nt. " M i n. (SEE SCHEDULE) Mx g in Min. I CotWOOD HEADER WOOD HEADER WOOD HEADER REQUIRED REQUIRED REQUIRED 1Min. SEPARATION 2M5a0x.' I i ry j TO GLASS I I I = SEPAR477ON I o TO GLASS— I I I W i i I I � OPTION f i I I I I p j I W ALTERNATIVE 3A W 1/4" 0-20 x 3/4' I 2 S.S. BOLIS W/ 7/8� / TAPCONS 1 3/32' WING NUT O '+ 1" Min. 12' O. G W W/1 1/2' M/N. I v I 2 THREADED PENETRA SEPARATION J 4 TO G WOOD W TO GLASS I I i � i i HEADER.DER. ( TION (SEE SCHEDULE) h R I Conl a j Tl I I I I I I E j I WOOD HEADER E .500' REQUIRED \ 1.000" F A. II \TN� IE s G°nL I 2. I It h B cont. - ,<'FU °U,hTn OPTION J12 ALTERNATIVE 3A \. ✓' 1/4" 0 TAPCONS SCREWS W/ 1 1/2' Min. j I WOOD HEADER I REQUIRED 1 I I W THREADED PENETRATIONTHREADED _ _ _ OTH OF (SEEI SCIHEDULE)PU� 7' OF PLATE. PENET(SEEOSCHEDULE) Min. SEPARATION 1 F- SECTION ®ANCHOR TO GU55 ALTERNATIVE 2S.S. BOLTS 1" Min. I N SCALE : 1/2" = 1" 3/32" WING NUT O I / 12 O. C. �.' I I SEPARATION i i � Z 1 TO GLASS I I I 1 � W / I I 17/8" x 3/32" W W \ $ Cont. I I I W/NG NUT O EVERY STUD 4 = \ O 12" O. C. I _ k4p � W Lp 4'AA REWIRED I I_ 1.125 NOTE FOR COMB/NATION OF SECTIONS 1/4' 0 TAPCONS 112' Min. FED 1 WALL MOUNTING SEC77ONS CAN BE PENETR4770N O MIDWI OF PUTS (SEE SCHEDULE) Con° COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LM47F ALTERNATIVE 3 Ir.. SCALE : 1/2' = I" 4 \ NOTES: SECTION 9 STUD 1. INSTALLAT70NS ARE ONLY VALID FOR MAX A.S.O. DESIGN PRESSURE RATIN / ALTERNATIVE l AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 /L 2. SEE ANCHOR SCHEDULE ON SHEETS 16 & 17 TILLIT SCALE : 1/2" = 1" 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN cess "'1 vn PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 DR EQUAL. I _ I I p i I ry I 2. I It h Min. r I I h I I I I I I j I WOOD HEADER I REQUIRED 1 I I W I,_ SLPARAHON I TO GLASS 2 I I I j I 1 I I I W I I I Z I I I I I I 4 I I I � 1/4" 0 TAPCONS W/1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. (SEE SCHEDULE) LJ V `J(OPEN POSInON f) \ 1/4" 0 TAPCONS W/ 1 1/2" Min. THREADED PENETRATION O MIDW/DiH OF PU7E (SE SCHEDULE) SECTION ® ANCHOR 1/4'0 TA DNS W/ 1 112' Min. THREADED PENE7RMTION TO EXISTING WOOD HE40ER.(SEE SCHEDULE) . 1' Min. I I I I I I 1 WOOD HEADER I 1 j REQUIRED I I I I I I I I I I l' Min. SEPARATION TO GLASS I I I 1 I I I I OPTION # 1 AL TERNA TI VE 5A 114" 0 TAPCONS W/1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER..^ ((SEE SCHEDULE) , /-l3A' Cont. I H WOOD EADER OD HE 1 � f 1 OPTION #2 AL TERNA TI VE 5A I � I I I I I I � I 1 I I I I I 9 ' 1 2 X 6 ED cont. DECK RE0 D. 0. � I X1/40 TAPCONS W/ 1 112• MIN. THREADED PEKE) (SEE SCHEDULE) ALTERNATIVE 5 SC.QLE : 712" = 1' WOOD TRUSSES OR RAFTER 1" x 4' x 1/8" Min. (6063-T6) I Alum. TUBE W/ (3) 5/16' 0 x 11410 x 3/4" W2,UG SCREWS TO ITWIBUILDEX 1EACH JOIST. I TEK SCREWS I LOCATE SCREW i o 6' OC. j jAT M/DW/DTH OF EXISTING WOOD j 8 Cont. MEMBER (2" Min. 1 NOMINAL WIDTH) 1 4" /-20 x WOOD HEADER / / W 2' Min. 1 REQUIRED 3/4' SS BOLTS I THREADED I W/ 718" x 3132' N PENETRATION. I WING NUT 1 12' O. C. __ / I I I 1 I I � = I I I I I I I I I I I I I w I I ALTERNATIVE 7A , SCALE : 1/2' = 1• (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD w AND UP TO 9'-0' Max. PANEL LENGTH) n ti I SEPAR47ION I � 2 F TO GLASS JI 1 I I I J I I 1 I i I I w SEPARATION I Z 718" x 3/32" 1 TO GLASS j a WING NUT A V EERY STUD I I 1 x I j j 1/FL- 4' 0-20 x 1 3/4'SS. BOLTS W/ 718' x 3/32" - w WING NUT B 2 X 6 WOODj 12. O. C. i I DECK REOD. 7 j Cont. I I I I I i I I i I I I I I I I I I I I k ALTERNATIVE 6A N SCALE: 112' = 1' �-1 ' atmiTED TO +60.0, —66.0 p.s.f. DESIGN LOAD w 1/40 TAPCONS 1 • W/ 1 112• MIN. 1/40 TAPCONS ALTERNATIVE W/ 1 1/2' MIN AND UP TO 9'-0" Max. PANEL LENGTH) -O THREAUEDPENERATION (SEF SCHEDULE) THREADED PENETRAPON SCALE 1/2" 7 • SEE SCHEDULE) 2 � 2 i I 2 W I' Min. I -SEPARATION I I I R 7 �. TO GLASS k WING NUT O EVERY STUD I I 10 7� 2 li 718' T. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING NOTE FOR COMBINATION OF SECTIONS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET x 3132" WING NUT W 1 9 I I 1 EVERY TUD 012, SO. C. n Cont. ~� ANY INSTALLATION. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ''V'��•`f0°xxI e''e 2 X 6 WOOD PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. o x N FLORIDA BUILDING CODE (Non High Velocity Hurricane Z DECK REO'D, WOOD TRUSSES OR RAFTER 1" x 4' x 1/8" Min. (6063-T6) I Alum. TUBE W/ (3) 5/16' 0 x 11410 x 3/4" W2,UG SCREWS TO ITWIBUILDEX 1EACH JOIST. I TEK SCREWS I LOCATE SCREW i o 6' OC. j jAT M/DW/DTH OF EXISTING WOOD j 8 Cont. MEMBER (2" Min. 1 NOMINAL WIDTH) 1 4" /-20 x WOOD HEADER / / W 2' Min. 1 REQUIRED 3/4' SS BOLTS I THREADED I W/ 718" x 3132' N PENETRATION. I WING NUT 1 12' O. C. __ / I I I 1 I I � = I I I I I I I I I I I I I w I I ALTERNATIVE 7A , SCALE : 1/2' = 1• (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD w AND UP TO 9'-0' Max. PANEL LENGTH) n ti I SEPAR47ION I � 2 F TO GLASS JI 1 I I I J I I 1 I i I I w SEPARATION I Z 718" x 3/32" 1 TO GLASS j a WING NUT A V EERY STUD I I 1 x I j j 1/FL- 4' 0-20 x 1 3/4'SS. BOLTS W/ 718' x 3/32" - w WING NUT B 2 X 6 WOODj 12. O. C. i I DECK REOD. 7 j Cont. I I I I I i I I i I I I I I I I I I I I k L 1/4" 0 ELCO PANEL MATES OR S.G. TAPCONS W/ 2" MIN. THREADED �-1 ' PENETRATION O M/DW7DTH 1/40 TAPCONS 1 • W/ 1 112• MIN. 1/40 TAPCONS ALTERNATIVE W/ 1 1/2' MIN OF PLATE.(TYPICAL TOP & BOTTOM (SF�;'L£) 8 ;,��15R A • te• -O THREAUEDPENERATION (SEF SCHEDULE) THREADED PENETRAPON SCALE 1/2" 7 • SEE SCHEDULE) i i+ I � P ,. ...... ��%e.. AL TERNAT/VE6 ALTERNATIVE�X�ENSF SCALE : 1/2' = 1 7/8' x 3132' SCALE : 1/2" = 1 • 4 ^ - i WING NUT O EVERY STUD 10 7� O 12' O. C. NOTES: T. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING NOTE FOR COMBINATION OF SECTIONS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET �" ���• 2 (EXCEPT AS NOTED) •F�On'^�. , '_�sn!•'pr....F 2. S££ ANCHOR SCHEDULE ON SHEET 16 & 17. WALLIFLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED /N ANY WAY TO SUIT .`b ~� ANY INSTALLATION. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN ''V'��•`f0°xxI e''e PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Z In I j WOOD HEADER REQUIRED I I I I 7' Min. SEPARATION — TO GLASS I I I I i I I I I I I I I I I I I I I I I I I I I 1/4" 0 LONG ELCO PANEL MATES OR S.G. TAPCONS W/ 2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. (SEE SCHEDULE) I I I I I I 71810 x 3/32'• WING NUTS ® 12" O.C. I 1 I I I N I ti I W I � I I � � I � I U I CO Lu I I I 2 718' s x -3132' WING NUT i EVERY STUD l� I 2 I I I Xo 1 � 2" x 4" PLATE REQUIRED Cont. �\ ✓ 1/4" 0 TAPCONS W/ 1 1/2" Min. THREADED PENETRATION ® MIDWIDTH OF PLATE. (SEE SCHEDULE) AL TERNA TI VE 9 SCALE : 1/2" = 1" WOOD TRUSSES OR RAFTER AL TERNA TI VE 1 OA SCALE : 1/2" = 1 " (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD AND UP TO 9'-0" Max. PANEL LENGTH) I 7/870 x 3/32" WING NUT 0 — EVERY STUD ® 12" O. C. qj Cont. 1" x 4" x 118" Min. (6063—T6) Alum. TUBE W/ (3)5/16"0x4' LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOM/NAL WIDTH) W/ 2" Min. THREADED PENETRATION. I NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 2" x 6" NOTE FOR COMBINATION OF SECTIONS iy'','f ��P p. TiQ/WOODl✓ REQUIREDCx WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE,% Q�'; . ENS 9 �-j {— (NO FINISH COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 1 MIN. ALLOWED) 4167 � N p O..... r' _SIORA�_. L 1/4' 0 TAPCONS AL TERNA TI VE 10 THREADED2 PENETRATION (SEE SCHEDULE) SCALE: 1/2" = 1 " INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Vel I 7/8' Min. 2' EXISTING PENETRATION rm.X BRICK VEENER 11410.8" ELCO mole PANELMATE 1 7/8" Min. 2" EX/STING NAS ANCHORS OR 114-0 TAPCONS PENE7RA770N r Max BRICK VEENER 1/4'0x8" ELCO male PANELMATE (SEE SCHEDULE). NAS ANCHORS OR 1/40 TAPCONS (SEE SCHEDULE). I o 3 0 C_ __ __ ___ _ _ ___ _ _ _ _ _ _ ®cont. FL 250" J .500" Max. I 250» WOOD —� ER W000 I REQUIRED 3 UW REQUIRED I -R EXIST/NG i ont W J UW J N STEEL ANGLE LINTEL w EXISTING w i l AS APPLICABLE w STEEL ANGLE LINTEL AS APPLICABLE a t" x e W 4U �1" Min. j 1 kH iI j SEPARA77ON l TO GLASS z W I 1' Min. SEPARATION II TO GLASS II I � OPTION /1 ALTERNATIVE 11A OPTION f2 ALTERNATIVE 11A II , II , II , C. NOTES: 7 m 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING EXISTING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2 ir4" BRICK SILL i 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. wOOD PLATE Iplp 3. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN i PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. e EXISnNc Z 'ry FLASH/AG AS I = 1" Min. PENETRAT/ON APPLICABLE I I I J W NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE ---- -- COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2- Max 3.500' EXISTING 2' x 4" STUDS Cont. 0 16' O.C. Mox. R£Q'D EY/STING Min. 1/2" PLYWOOD EXISTINGG 11410 x 8" ELCO —/% PANELMATE REQ'D (TIP) W/ FASTENING BRICK SILL 1/4" 0-20 x 3/4" NAS ANCHORS OR 1/40 TAPCON TO STUDS AS PER S.S. BOLTS W/ 7/8'r (SEE SCHEDULE) TO EXISTING PLYWOOD. SECTION 2304 OF THE /32' WING NUT 33 FLORIDA BUILDING CODE 12" O. C. ALTERNATIVE 11 BUILD—OUT INSTALLATION p, TIQI SCALE : 1/2" = 1"+,1 �.• "'•• .✓9 i * ENse' . VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO?i FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREAT4 No. 44167 E '; 02017 mTFcO, INC. 0.050" BERTHA ALUMINUM STORM PANEL THAN 78" UP TO 108" * (2.00" DEEP) LC. DRAWN BYY, �L EASTERN METAL SUPPLY INC °'726/" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS A '�` - Q VV : i E C�O,,.� 4268 WEST ROADS DRNE �t� 6)55 S1� PAL TILLIT TESTING t ENGINEERING COMPANY N.W. )Stn. 5L, Stc JOS, NRGNH OIROENS, Fl. 3Jt66 WEST PALM BEACH, FL 33407 PHONE.' (561)209-8263, FAX: (561)641-1716 17-D97 7 J1' Mme : (3p5BT,-15J0. Eax : (3058)1_,5), 0`T6 DRAWING .....N. rel SS EB-0006719^°" WALTER A. TILU7 Jr., P.E. Of° x5-015 Jz' FLORIDA Uc. 44167 SHEET 1.OF 17 1/4" / TAPCONS W/ ' 1 1/2" MIN THREADED PENETRATION TO EXISTING WOOD HEADER. 1/4" /-20 S S MACHINE (SEE SCHEDULE) 'I BOLT W/ NUT & WASHER O 12" O. C. l 7/8" x 3/32" Cont. i b I I. —{ .WING NUT O % EVERY STUD h I / O 12" 0. C. I 1 �:-�— Cant. I I I I I I WOOD HEADER I I I I n REQUIRED I H I �i" Min.SEPARATION I 1 I i Vi TO GLASS I I I W I U I I In W W v I I I I I U I I I J I 1 I I I 7/8" x 3/32" I I I I I I W WING NUT O 12" O. C. i I I 2 X 6 WOOD DECK REQ D. I PLATE I I I 1.000' I I{� I I 1/41/ TAPCONS W/ 1 1/2" MIN. THREADED PENETRATION (SEE SCHEDULE) ALTERNAT/VE 13 SCALE : 1/2' = 1" NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. i I 1" Min. SEPARATION TO GLASS 1 I I 114-0-20 x 3/4" S.S. BOLTS W/ 718i 3/32" WING NUr O 2" O. C. 11410 TAPCONS, 1/40_ S.G. TAPCONS OR 114-0 PANEL MATES W/ FULL THREADED PENETRATION TO PLYWOOD. (SEE SCHEDULE) EXISTING Min. 1/2" PLYWOOD REO'D (TYP) W/ FASTENING TO STUDS AS PER SECTION 2304 OF THE FLORIDA BUILDING CODE ALTERNATIVE 14 SCALE : 1/2" = 1" * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 p.s.f. FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER THAN 78" No. 44167 FLORIDA BUILDING CODE (Non 02017 RVECO, INC. 0.050" BERTHA ALUMI p` (2.00" 1 EASTERN METAL ti4268 WEST RO NALTILUT TESTING & ENGINEERING COMPANY WEST PALM BEACt -."..:r ss5 0 PHONE -6263,) Hurricane MAXIMUM A.S.D.DESIGN PRESSURE RATING (2.s.f.) AND CORRESPONDING MAMMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAXIMUM S.D. O£SIGN PRESSUREREGUUR RATING (p. n.I) TAPCONS WOOD FASTENERS SG TAPCON PANEL.— GR pµ.E� D,� APPLIGBLE TO ALTERNATIVES J & ANY COMB'NAT/ON OF THEM MAXIMUM PANEL LENGTH 'L" (ftJ 12" N/A N/A i (TOP) 12" N/A N/A 1 (BOTTOM) 72" N/A N/A 2 (TOP) 9" N/A N/A 2 (BOTTOM) 9" N/A N/A 3A (TOP) +40.0, –40.0 OR 9" N/A N/A 3 (BOTTOM) 13'-0" + 12" N/A N/A 4 (TOP) 72" N/A N/A 4 (BOTTOM) 9" N/A N/A 5A (TOP) 9. N/A N/A 5 (BOTTOM) 9" N/A N/A 6 (BOTTOM) +40.0, -40.0 8 1/2" N/A N/A 7 (BOTTOM) 8-0" OR OR LESS N/A 12" 72" 6 (TOP) LESS N/A 12" 12" 8 (BOTTOM) N/A 12" 12" 9 (TOP) 12" N/A N/A 9 (BOTTOM) 6" N/A N/A 10 (BOTTOM) 9" N/A 9" 11A (TOP) 4" N/A 4" 11 (BOTTOM) 6" N/A N/A 13 (TOP) 6" N/A N/A 13 (BOTTOM) 4" 4" 4" 14 (BOTTOM) MAXIMUM S.D. DESIGN PRESSURE RATING (p.,./.) MOD FASTENERS APPLIGPLE TO REGULARA Fµ£lALMES LORNATIV£5 / & SG. MPCONpq ANY COMB'N -N TAPCONS .yL� ryµ OF THEM MAXIMUM PANEL LEN'GTN 7" (fLJ p'�' TFS Pµ'IIIu1E NAS 12" N/A N/A 1 (TOP) MAXIMUM PANEL LENGTH 'L' (If.J 12" N/A N/A 1 (BOTTOM) N/A N/A 12" N/A N/A 2 (TOP) 9" N/A N/A 2 (BOTTOM) N/A N/A 9" N/A N/A 3A (TOP) 9' N/A N/A 3 (BOTTOM) N/A N/A 12" N/A N/A 4 (TOP) 12" N/A N/A 4 (BOTTOM) N/A N/A 9" N/A N/A 5A (TOP) 5 1/2" N/A N/A 5 (BOTTOM) N/A N/A 5 1/2" N/A N/A 6 (BOTTOM) +40.0, –40.0 OR 5 N/A N/A 7 (BOTTOM) >8,-0" UP TO LESS N/A 12" 12" 8 (TOP) + 13'-0" + N/A 12" ' 72" + 8 (BOTTOM) N/A N/A N/A 12" r 12" ' 9 (TOP) 12" N/A N/A 9 (BOTTOM) N/A N/A 5 1/2" N/A N/A 10 (BOTTOM) 9" N/A 9" 1 I (TOP) N/A N/A 4" ++ N/A 4" "• 11 (BOTTOM) '+ 5" N/A N/A 13 (TOP) N/A N/A 5 1/2" N/A N/A 13 (BOTTOM) 4" +^ 1 4" ++ 1 4" ++ 14 (BOTTOM)" N/A * USE 6" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' – 0" AND USE 12" OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' – 0" ** VALID ONLY FOR UP TO 708" PANELS LENGTHS. MAXIMUM A.SD. DESIGN PRESSURE RATING CPS7.) REGULAR TAPCONS WOOD FASTENERS SG]APCON p'�' TFS Pµ'IIIu1E NAS APPLICA£LE TO ALIS-RN4TlYFS & ANY COM81NAT10,Y OF THEM MAXIMUM PANEL LENGTH 'L' (If.J 12" N/A N/A 1 (TOP) 12' N/A N/A 1 (BOTTOM) 12" N/A N/A 2 (TOP) 9" N/A N/A 2 (BOTTOM) 9' N/A N/A 3A (TOP) 9" N/A N/A 3 (BOTTOM) 12" N/A N/A 4 (TOP) 12" N/A N/A 4 (BOTTOM) 9" N/A N/A 5A (TOP) 8" N/A N/A 5 (BOTTOM) 8" N/A N/A 6 (BOTTOM) +40.0, –40.0 UP TO 5 1/2" N/A N/A 7 (BOTTOM) 8'-0" +60.0, –60.0 N/A 12" 12" 8 (TOP) OR LESS NIA 12" 12" 8 (BOTTOM) N/A 72" 12" 9 (TOP) 12" N/A N/A 9 (BOTTOM) 6" N/A N/A 10 (BOTTOM) 9" N/A 9" 11A (TOP) 4" + N/A 4" + 11 (BOTTOM) 6" N/A N/A 13 (TOP) 6' N/A N/A 13 (BOTTOM) 4" + 4" + 4" ' 14 (BOTTOM) ' * VALID ONLY FOR UP TO +50.0, –60.0 p.s.f. MAX. A.S.D. DESIGN PRESSURE RATING WITH 78" Max. PANEL LENGTHS OR FOR UP TO +50.0, –50.0 p,.f. MAX. A.S.D. DESIGN PRESSURE RATING WITH 96" Max. PANEL LENGTHS. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.fj AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDWGS MAXIMUM AE.D. DESIGN PRESSURE RATING (P.r.l) WDOD REGULAR TAPCONS FAS)ETJERS SOTAPCON PANG- LES APPLICABLE TO ALTERNAnvES / . AIIY COMBINAPON OF THEM MAXIMUM PANEL LENGTH -L- (TL) 11" N/A N/A 1 (TOP) 11' N/A N/A 1 (BOTTOIA) 52017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL 11" N/A N/A 2 (TOP) (2.00" DEEP) ORA 9^ N/A N/A 2 (BOTTOM) 07 SlaNAI 9" N/A N/A 3A (TOP) _ E� "- 9" N/A N/A 3 (BOTTOM) 71" N/A N/A 4 (TOP) 11' N/A N/A 4 (BOTTOM) 9" N/A N/A 5A (TOP) 3 1/2„ N/A N/A 5 (BOTTOM) 3 1/2" N/A N/A 6 (BOTTOIA) +60.0, -60.0 UP TO 3 1/2" N/A N/A 7 (BOTTOM) 9'-0" OR +80.0, -90.0 N/A 12" 6" 8 (TOP) LESS N/A 12' 6" 8 (BOTTOM) N/A 72" 6" 9 (TOP) 11" N/A N/A 9 (BOTTOM) 3 1/2" N/A N/A 10 (BOTTOM) 9" N/A 9" 11A (TOP) N/A N/A N/A 11 (BOTTOM) 6" N/A N/A 13 (TOP) 3 1/2" N/A N/A 13 (BOTTOM) N/A N/A N/A 14 (BOTTOM) MAXIMUM AS.D. DESIGN PRESSURE RATING (P L) RECU(AR TAPCONS WOOD FASTENERS SOTAPCON %N£LM4>ES ryq PAvr1AL1TE NAS APPLICABLE TO ALTERNITNES / & ANY COMBINATION OF THEM MAXIMUM PANEL LENCIH 2- (lt.) 72" N/A N/A 1 (TOP) 12" N/A N/A 1 (BOTTOM) 52017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL 12" N/A N/A 2 (TOP) (2.00" DEEP) ORA 72" N/A N/A 2 (BOTTOM) 07 SlaNAI 12" N/A N/A 3A (TOP) _ E� "- 72" N/A N/A 3 (BOTTOM) 12" N/A N/A 4 (TOP) 72" N/A N/A 4 (BOTTOM) 12" N/A N/A 5A ()OP) 4" N/A N/A 5 (BOTTOM) 4' N/A N/A 6 (BOTTOM) +40.0, -40.0 UP TO 3 1/2" N/A N/A 7 (BOTTOM) >8,-0" +60.0, -60.0 N/A 12" r 6" r 8 (TOP) r UP TO 72'-6" N/A 12' r 6" r 8 (BOTTOM) r N/A 12 6" 9 (TOP) 12" N/A N/A 9 (BOTTOM) 4" N/A N/A 10 (BOTTOM) 12" N/A 10 1/2" 11A (TOP) 4" rr N/A 4" rr 11 (BOTTOM) rr 12" N/A N/A 13 (TOP) 4" N/A N/A 13 (BOTTOM) q- rr 4" rr 1 4" rr 14 (BOTTOM) r USE 6" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - 0" AND USE 12" OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN 10' - 0" ax VALID ONLY FOR UP TO t50. 0, -50.0 p.s./ MAX. A.S.D. DESIGN PRESSURE RATING WITH 108" M— PANEL LENGTHS. MAXIMUM ASU DESIGN PRESSURE RAPNG (,-f)SG.TAPCO,Y WOOD REGUiAR iAPCDYS FASTENERS P vELAN1[s bq PM, ff AFPLICIB!£ )O AL IEftN1iN£6 / h ANY COMB!NARON OF R!EM MAXIMUM PANEL LENGTH "L- (/t.) 8 1/2" N/A N/A 1 (TOP) 9" N/A N/A 7 (BOTTOM) 52017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL 9" N/A N/A 2 (TOP) (2.00" DEEP) ORA g" N/A N/A 2 (BOTTOM) 07 SlaNAI 8" N/A N/A 3A (TOP) _ E� "- 9" N/A N/A 3 (BOTTOM) 9" N/A N/A 4 (TOP) 9" N/A N/A 4 (BOTTOM) B" N/A N/A 5A (TOP) 3" N/A N/A 5 (BOTTOM) 3" N/A N/A 6 (BOTTOM) +90.0, -90.0 UP TO 3" N/A N/A 7 (BOTTOM) 7'-0" +100.0, -130.0 N/A 72' 6' 8 (TOP) OR LESS N/A 12" 6" 8 (BOTTOM) N/A 12" 6• 9 (TOP) 9" N/A N/A 9 (BOTTOM) J. N/A N/A 10 (BOTTOM) 5" N/A 6" 11A (TOP) N/A N/A N/A 11 (BOTTOM) 6" N/A N/A 13 (TOP) 3" N/A N/A 13 (BOTTOM) N/A I N/A N/A 14 (BOTTOM) FLORIDA BUILDING CODE (Non High Velocity Hurricane No. 44167 52017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) ORA MEC O �wc. EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRNE 07 SlaNAI TILLIT TESTING h ENGINEERING COMPANY SI its P" 6 "Fa"'.' WEST PALM BEACH, FL. 33407 PHONE. 561209-8263, FAX.' 561841-1716 17 _ E� "- (M5)871 15W 73a ,a„ ,5313 E6 -0006719r WALTER A. TILLIT JT., P.E. 7 -„--_ DRAT